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Item 6D - Traffic Impact AnalysisTRAFFIC IMPACT ANALYSIS Constellation Southlake Warehouse Development SH 26 / Mustang Court Southlake, Texas August 18, 2023 ®®®�..........I®.f STEP? M. MOORE ®®®•9.......... 814 ..... 1% 11 1 /7N7 xlr�rf- PE 08/18/2023 Signature of Registrant Date Halff Associates, Inc. — TBPELS Engineering Firm #312 Prepared for Constellation Real Estate Partnerss ME N h a Lff 1201 North Bowser Road Richardson, Texas 75081 AVO 54443 TBPELS Engineering Firm Registration No. 312 Constellation Southlake Warehouse Development SH 26 / Mustang Court Southlake, Texas Executive Summary August 18, 2023 AVO 54443 Halff conducted a Traffic Impact Analysis (TIA) on behalf of Constellation Real Estate Partners for the proposed Constellation Southlake warehouse development, to be located on the northeast quadrant of the intersection of State Highway 26 (SH 26), also known as Ira E. Woods Avenue, and Mustang Court / Mustang Drive, in Southlake, Texas. The Constellation Southlake development, covering an area of approximately 33.7 acres, will contain approximately 546,330 square feet (SF) of warehouse space across four new warehouse buildings. Primary access to the development site will be provided by one full access driveway at the intersection of Mustang Court and Southwestern Street. A second access point, for emergency access only purposes, will be provided via an existing access point along SH 26 east of Mustang Court / Mustang Drive. Halff conducted the TIA for submittal to the City of Southlake to support the proposed development of the property. The TIA examined the projected traffic operations at two study intersections within the study area, including the primary access point that will serve the development site, utilizing background traffic count data and projections developed by Kimley-Horn in their May 2021 TIA report for the adjacent Mustang Business Park development. The results of the peak hour intersection analyses indicate the minor movements at the Mustang Court / Southwestern Street intersection are projected to operate at a good LOS A or B for all scenarios. The SH 26 / Mustang Drive / Mustang Court intersection is projected to operate at a LOS E / F in both peak hours in the 2025 and 2030 scenarios. The addition of development trips at the intersection does not change the overall LOS of the intersection from the No Build to the Build scenarios; delay increases are projected to be minimal due to the additional development trips passing through the intersection. As traffic volumes increase in the study area and along the SH 26 corridor, it will be necessary for the City of Grapevine to update the signal timing plans to accommodate the changing traffic demands. Access to the Constellation Southlake development site will be provided via one driveway connection to Mustang Court, as the east leg of the Mustang Court / Southwestern Street intersection. There is currently a driveway connection at this location that provides access to the industrial tank / pipeline equipment development on the southern portion of the site. The proposed access connection is approximately 360 feet from the Mustang Court / SH 26 intersection, which exceeds the City of Southlake's commercial driveway spacing standard of 100 feet along local streets. Halff did not conduct field measurements for intersection sight distance at the proposed driveway location along Mustang Court. However, based on field observations and the latest aerial and street imagery adjacent to the proposed development site, there appears to be adequate sight distance provided along this roadway section at the location of the proposed site driveway to safely turn onto the roadway when an acceptable gap in traffic is presented. In addition, this is an existing access location that currently serves the industrial tank / pipeline equipment development on the site. Vehicles exiting the driveway are expected to turn left towards SH 26, as a right turn movement only leads into the adjacent Mustang Business Park development, and a crossing movement only leads to an existing industrial / energy site at the west end of Southwestern Street. Based on the analyses conducted for the TIA and a review of the development plans, the table below provides recommendations to accommodate projected traffic, where necessary, related to the proposed Constellation Southlake warehouse development in Southlake, Texas. ResponsibleStudy Recommendation Year Party 2025 Install a stop sign and stop bar at the westbound site driveway approach to MustangCourt Developer 2025 Maintain clear visibilityaround the site drivewayapproach to MustangCourt Developer -' - ::E halff6M Constellation Southlake Warehouse Development August 18, 2023 SH 26 / Mustang Court A VO 54443 Southlake, Texas Table of Contents Executive Summary Tableof Contents...........................................................................................................................................ii Listof Appendices..........................................................................................................................................ii Listof Tables.................................................................................................................................................iii Listof Figures................................................................................................................................................iii I. Introduction...................................................................................................................................... 1 II. Purpose and Methodology............................................................................................................... 2 III. Site Location / Study Area............................................................................................................... 3 IV. Development, Zoning, and Site Access........................................................................................... 3 A. Existing Zoning..........................................................................................................................3 B. Existing Development............................................................................................................... 3 C. Proposed Zoning....................................................................................................................... 3 D. Proposed Development............................................................................................................. 3 E. Proposed Site Access Points (Driveways)................................................................................ 3 V. Existing Roadway Conditions.......................................................................................................... 4 VI. Future Roadway Conditions............................................................................................................. 4 VII. Existing Traffic Volumes................................................................................................................... 4 Vill. Projected Traffic Volumes................................................................................................................ 5 A. No Build Volumes...................................................................................................................... 5 B. Build Volumes........................................................................................................................... 6 IX. Trip Generation................................................................................................................................ 6 A. Existing Trip Generation............................................................................................................ 6 B. Proposed Site Trip Generation.................................................................................................. 6 C. Net Change in Trip Generation................................................................................................. 7 X. Trip Distribution................................................................................................................................ 7 A. General Trip Distribution Percentages......................................................................................7 B. Detailed Trip Distribution Percentages...................................................................................... 7 XI. Trip Assignment............................................................................................................................... 7 XII. Intersection LOS Analyses............................................................................................................... 8 A. Methodology and Level of Service Evaluations........................................................................ 8 B. Summary of Intersection LOS Analysis Results..................................................................... 10 XIII. Access Evaluation.......................................................................................................................... 10 XIV. Intersection Sight Distance Evaluation.......................................................................................... 11 XV. Conclusions....................................................................................................................................11 List of Appendices Appendix A — Site Plan — Constellation Warehouse Development..............................................................A Appendix B — Mustang Business Park TIA Report — Supplemental Information..........................................B Appendix C — Turning Movement Traffic Volume Exhibits...........................................................................0 Appendix D — Synchro Output Reports.........................................................................................................D Appendix E — Existing Signal Timing Sheets................................................................................................E ::: haLff Constellation Southlake Warehouse Development SH 26 / Mustang Court Southlake, Texas List of Tables Table 1 — Estimated Site -Generated One -Way Trips — MBP Development (Background) Table 2 — Estimated Site -Generated One -Way Trips — Existing Development ................. Table 3 — Estimated Site -Generated One -Way Trips — Constellation Southlake .............. Table 4 — Estimated Site -Generated One -Way Trips — Net Difference ............................. Table 5 — Level -of -Service Criteria for Signalized Intersections ........................................ Table 6 — Level of Service Criteria for Unsignalized Intersections .................................... Table 7 — Intersection LOS Analysis Results — AM Peak Hour ......................................... Table 8 — Intersection LOS Analysis Results — PM Peak Hour ......................................... Table 9 — Recommendations............................................................................................. List of Figures Figure 1 — Site Location Map.............................................................................. Figure 2A — Site Plan — Constellation Southlake (1 of 2).................................... Figure 2B — Site Plan — Constellation Southlake (2 of 2).................................... Figure 3 — Existing Study Intersections............................................................... Figure 4 — Existing and Proposed Lane Assignments and Traffic Controls ....... Figure 5 — 2023 Existing Volumes...................................................................... Figure 6 — 2025 No Build Volumes..................................................................... Figure 7 — 2030 (No Build + 5 Years) Volumes .................................................. Figure 8 — Background Development Trips — Mustang Business Park .............. Figure 9 — Inbound Trip Distribution Percentages — Constellation Southlake .... Figure 10 — Outbound Trip Distribution Percentages — Constellation Southlake Figure 11 — Development Trips — Constellation Southlake................................. Figure 12 — 2025 Build Volumes......................................................................... Figure 13 — 2030 (Build + 5 Years) Volumes ...................................................... August 18, 2023 AVO 54443 ......................... 6 ......................... 7 ......................... 8 ......................... 9 ....................... 10 .......................10 ....................... 11 .1 .A .A .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 :EE haLff Constellation Southlake Warehouse Development August 18, 2023 SH 26 / Mustang Court AVO 54443 Southlake, Texas I. INTRODUCTION Halff conducted a Traffic Impact Analysis (TIA) on behalf of Constellation Real Estate Partners for the proposed Constellation Southlake warehouse development, referred hereafter as "Constellation Southlake", to be located on the northeast quadrant of the intersection of State Highway 26 (SH 26), also known as Ira E. Woods Avenue, and Mustang Court / Mustang Drive, in Southlake, Texas. The Constellation Southlake development, covering an area of approximately 33.7 acres, will contain approximately 546,330 square feet (SF) of warehouse space across four new warehouse buildings. Primary access to the development site will be provided by one full access driveway at the intersection of Mustang Court and Southwestern Street. A second access point, for emergency access only purposes, will be provided via an existing access point along SH 26 east of Mustang Court / Mustang Drive. Figure 1 below shows the location of the development site in relation to SH 26, Mustang Court, Mustang Drive, and Southwestern Street. A copy of the site plan for the proposed Constellation Southlake development has been included in Appendix A as Figure 2. Screenshot reprinted with permission from Nearmap Figure 1 — Site Location Map Aerial Date: May 31, 2023 -1- E:: halff� Constellation Southlake Warehouse Development August 18, 2023 SH 26 / Mustang Court AVO 54443 Southlake, Texas II. PURPOSE AND METHODOLOGY The TIA was conducted for submittal to the City of Southlake to support the proposed development of the property. Standard transportation engineering practices were used in conducting the TIA. The TIA examined the projected traffic operations at two study intersections within the study area, including the primary access point that will serve the development site. Halff acquired weekday AM and PM peak period turning movement traffic projections from the City of Southlake to use in the TIA. The traffic projections were developed as part of the TIA for the adjacent Mustang Business Park development, currently under construction. The 2023 projected AM and PM peak hour volumes were then increased by an annual growth rate, based on historical traffic count data and future traffic projections in the study area, to estimate the 2025 No Build and 2030 (No Build + 5 Years) peak hour volumes at the study intersections. Halff generated trips for the proposed Constellation Southlake development based on the current information from the developer, and distributed these trips along the study roadway network, which includes the two study intersections, for the 2025 Build and 2030 (Build + 5 Years) analysis scenarios. Halff calculated the development trips based on the proposed land use and density of the development. Halff then added the development trips to the 2025 No Build and 2030 (No Build + 5 Years) peak hour volumes to estimate the 2025 Build and 2030 (Build + 5 Years) peak hour volumes passing through the study roadway network. Halff evaluated the AM and PM peak hour operations at the study intersections for the various analysis scenarios to identify the potential impacts that the development traffic could have on the surrounding roadway network. Halff also addressed the proposed traffic control at one of the study intersections. Based on the analyses conducted for the TIA and a review of the development plans, recommendations to accommodate projected traffic were developed, where necessary, related to the proposed Constellation Southlake development. - 2 - :E: haLff Constellation Southlake Warehouse Development August 18, 2023 SH 26 / Mustang Court AVO 54443 Southlake, Texas III. SITE LOCATION / STUDY AREA The proposed Constellation Southlake development, covering an area of approximately 33.7 acres, will be located in the northeast quadrant of the SH 26 / Mustang Drive / Mustang Court intersection in Southlake, Texas, as shown in Figure 1. The TIA study area includes the following existing intersections with the current traffic controls: • SH 26 at Mustang Drive / Mustang Court (signalized) • Mustang Court at Southwestern Street (two-way stop control) (TWSC) The location of the proposed Constellation Southlake development site and all study intersections, including the type of intersection, to be analyzed in the TIA are shown in Figure 3 in Appendix C. The existing and proposed lane configurations and traffic controls for each intersection to be analyzed in the TIA are shown in Figure 4 in Appendix C. IV. DEVELOPMENT, ZONING, AND SITE ACCESS A. Existing Zoning The development site is currently zoned "12" — Heavy Industrial. B. Existing Development As of August 2023, the southern portion of the Constellation Southlake development site is developed with industrial storage tanks and pipeline connections. The northern portion is vacant and contains natural topography and vegetation. C. Proposed Zoning The proposed land use planned for the development site are compatible with the current zoning of the site; therefore, no zoning change is proposed. D. Proposed Development Based on the latest information provided by the developer and presented in the site plan (Figure 2 in Appendix A), the proposed development will consist of the following: • Four warehouse buildings totaling 546,330 SF Construction of the proposed Constellation Southlake warehouse development is anticipated to begin in the second quarter of year 2024, with a construction schedule of approximately fourteen months, and finish in the year 2025. For purposes of this study, build out of the proposed development was assumed to be in the year 2025. E. Proposed Site Access Points (Driveways) The proposed Constellation Southlake development plan calls for the following access connections to adjacent streets: • One driveway connection to Mustang Court • One driveway connection to the existing emergency access drive on the east side of the site The locations of the site driveways in relation of the development site and connecting roadways are shown in the site plan (Figure 2 in Appendix A). The driveway locations are summarized below: - 3 - ::: halff=M Constellation Southlake Warehouse Development August 18, 2023 SH 26 / Mustang Court AVO 54443 Southlake, Texas • Mustang Court o Driveway — designated as "driveway CSD1" in the TIA; located at the intersection of Mustang Court and Southwestern Street, approximately 340 feet north of SH 26. This driveway is existing and currently serves the industrial storage tank development that occupies the southern portion of the development site • Emergency Access on East Side of Development Site o Driveway — designated as "driveway CSD2" in the TIA; located approximately 130 feet north of SH 26, connecting to the existing emergency access drive that runs along the east side of the development site. This driveway will only be utilized for emergency access; the existing connection to SH 26 is gated at the railroad tracks that run parallel to SH 26. V. EXISTING ROADWAY CONDITIONS SH 26, which runs in a southwest - northeast direction along the south side of the proposed development site, is an existing six -lane divided curb -and -gutter facility with substandard shoulders and a posted speed limit of 45 miles per hour (mph) in the study area. The is a sidewalk along the south side of SH 26 and the Cotton Belt Trail shared use path runs along the north side of SH 26 in the study area. Mustang Court, which runs in a north - south direction along the southwest side of the proposed development site, is an existing three -lane undivided facility with an assumed speed limit of 30 mph by prima facie in the study area. There is an existing sidewalk in place along the west side of Mustang Court. Southwestern Street, which runs in an east — west direction west of the proposed development site from the north terminus of Mustang Court, is an existing two-lane undivided facility with an assumed speed limit of 30 mph in the study area. A sidewalk is in place along the south side of Southwestern Street. Mustang Drive, which runs in an east — west direction to the southeast of SH 26, is an existing four -lane undivided facility with a posted speed limit of 35 mph in the study area. There are sidewalks in place along both sides of Mustang Drive. The SH 26 / Mustang Drive intersection is signalized. VI. FUTURE ROADWAY CONDITIONS SH 26 is identified on the City of Grapevine's Thoroughfare Plan as a Major Arterial (A*). At this time, there are no plans for improvements along SH 26 in the study area. Mustang Court and Southwestern Street are not identified on the City of Southlake's Thoroughfare Plan. Mustang Drive is identified on the City of Grapevine's Thoroughfare Plan as a Minor Arterial (D). At this time, there are no plans for improvements along Mustang Drive in the study area. VII. EXISTING TRAFFIC VOLUMES Halff acquired traffic count data and projections at the two study intersections from the City of Southlake for the development of the TIA. Kimley-Horn (K-H) prepared a TIA, dated May 2021, for the Mustang Business Park (MBP) development, currently under construction in the northwest quadrant of the Mustang Court / Southwestern Street intersection. The 2021 MBP TIA report included projected year 2023 weekday AM and PM peak hour turning movement traffic volumes at the two study intersections, along with development trips generated by the MBP development and distributed at the study intersections. Halff used the estimated year 2023 background traffic volumes from the 2021 MBP TIA report as the 2023 Existing AM and PM peak hour traffic volumes for this TIA and are shown in Figure 5 in Appendix C. Copies of the relevant pages from the 2021 MBP TIA report developed by K-H are included in Appendix B. -4- ::: halff" Constellation Southlake Warehouse Development SH 26 / Mustang Court Southlake, Texas August 18, 2023 AVO 54443 It should be noted that the traffic counts collected during the 2021 MBP TIA report also captured and included the existing development trips accessing in and out of the proposed Constellation Southlake development property. These existing development trips are included and accounted for in the 2023 Existing AM and PM peak hour volumes shown in Figure 5 in Appendix C. Vill. PROJECTED TRAFFIC VOLUMES A. No Build Volumes To project the 2023 Existing peak hour volumes at the study intersections out to the study years 2025 and 2030, the volumes were first increased by a three percent (3%) annual growth rate, based on historical traffic count data and future traffic projections in the study area (TxDOT Statewide Planning Map), to provide a conservative evaluation of the study intersections for the TIA. The three percent (3%) annual growth rate was assumed to account for general growth in background (non -site) traffic. The three percent (3%) annual growth rate does not include development trips generated by the future MBP development, as these trips were added separately to the study year 2025 and 2030 background growth volumes described above. Discussion of the future MBP development is provided in further detail in the following section. The resulting volumes, accounting for background growth at a three percent (3%) annual growth rate and the addition of the MBP development trips, reflect the 2025 No Build and 2030 (No Build + 5 Years) peak hour volumes at the study intersections. These volumes are shown in Figures 6 and 7 in Appendix C. Mustang Business Park Development The MBP development is a development on the tract of land located on the northwest quadrat of the Mustang Court / Southwestern Street intersection, adjacent to the proposed Constellation Southlake development. The MBP development is a future development to be comprised of approximately 341,000 SF of warehouse space across three new warehouse buildings. Primary access to the development will be provided by the addition of a fourth leg to the existing Mustang Court / Southwestern Street intersection. Secondary access will be provided to Woodsey Court on the northwest corner of the MBP development site for emergency exit only purposes. The TIA report for the MBP development, titled "Traffic Impact Analysis — Mustang Business Park" and dated May 2021, provides the estimated trip generation calculations for the development. Table 1 below summarizes the land use, density, and trip calculations for the MBP development as presented in the 2021 TIA report. Table 1 — Estimated Site -Generated One-Wav Trias — MBP Develoament (Backaround) Land Use AM Peak Hour of the PM Peak Hour of the 24-Hour (Density) Adjacent Steet Traffic Adjacent Steet Traffic Weekday [ITE Code] In Out Total In Out Total Total mq�� ®®66 19 50 69® The 2021 MBP TIA report provides the distribution and traffic assignment of the development trips shown in Table 1 to the study roadway network, which includes the two study intersections for the Constellation Southlake TIA study area. The development trips for the MBP development are incorporated in the 2025 No Build and 2030 (No Build + 5 Years) peak hour volumes shown in Figures 6 and 7 in Appendix C and are shown separately in Figure 8 in Appendix C. Copies of the relevant pages from the 2021 MBP TIA report developed by K-H are included in Appendix B. -5- HE haLff=M Constellation Southlake Warehouse Development SH 26 / Mustang Court Southlake, Texas B. Build Volumes August 18, 2023 AVO 54443 To estimate the 2025 Build and 2030 (Build + 5 Years) peak hour volumes at the study intersections, the development trips shown in Figure 11 in Appendix C were added to the 2025 No Build and 2030 (No Build + 5 Years) peak hour volumes shown in Figures 6 and 7. The resulting volumes, which represent the estimated total peak hour volumes at the study intersections for the 2025 Build and 2030 (Build + 5 Years) analysis scenarios, are shown in Figures 12 and 13 in Appendix C. More detailed description of the site generated trips for the proposed Constellation Southlake development distributed along the study roadway network is provided in Sections IX., X., and XI. IX. TRIP GENERATION A. Existing Trip Generation The proposed Constellation Southlake development site property is partially occupied with industrial holding tanks and pipeline equipment. This portion of the site is currently active, and trips generated by the existing development on the site were captured in the traffic count data collected for the 2021 MBP TIA report, summarized below in Table 2. Table 2 — Estimated Site -Generated One -Way Trips — Existing Development Land Use AM Peak Hour of the PM Peak Hour of the (Density) Adjacent Steet Traffic Adjacent Steet Traffic [ITE Code] In Out I Total In Out Total Existing Industrial Development ji�� B. Proposed Site Trip Generation Development trips were generated for the proposed Constellation Southlake development for the 2025 Build and 2030 (Build + 5 Years) analysis scenarios. As previous mentioned in Section IV.D., the proposed development will consist of approximately 546,330 SF of warehouse space across four new warehouse buildings. Trips were generated using the historical trip generation data published by the Institute of Transportation Engineer's (ITE) Trip Generation Manual, 11th Edition and calculated for the typical weekday AM and PM peak hours and for the typical 24-hour weekday. Table 3 below details the land use, density, and trip generation calculations for the 2025 Build and 2030 (Build + 5 Years) analysis scenarios for the proposed Constellation Southlake development. Table 3 — Estimated Site -Generated One -Way Trips — Constellation Southlake Land Use AM Peak Hour of the PM Peak Hour of the 24-Hour (Density) Adjacent Steet Traffic Adjacent Steet Traffic Weekday [ITE Code] In Out Total In Out Total Total Warehousing®®®66® No trip reduction factors were applied to the site -generated trips shown in Table 3. -6- :EE haLff Constellation Southlake Warehouse Development SH 26 / Mustang Court Southlake, Texas C. Net Change in Trip Generation August 18, 2023 AVO 54443 The net change in trip generation is equal to the difference in the number of trips generated by the existing uses of the development property, shown in Table 2, from the number of trips generated by the proposed Constellation Southlake development, shown in Table 3. Table 4 below details the difference in trip generation calculations between the existing development on the site and the proposed Constellation Southlake warehouse development for the typical weekday AM and PM peak hours. Table 4 — Estimated Site -Generated One -Way Trips — Net Difference Land Use (Density) [ITE Code] AM Peak Hour of the Adjacent Steet Traffic In I Out I Total PM Peak Adjacent In Hour of the Steet Traffic Out Total DevelopmentConstellation Southlake - ... X. TRIP DISTRIBUTION A. General Trip Distribution Percentages Halff utilized the same general trip distribution percentages for the Constellation Southlake development as were used in the 2021 MBP TIA, as the two developments are similar in nature (warehousing). The general trip distribution percentages used for the site are summarized below: • To / from the northeast via SH 26.....................................................................45% • To / from the southwest via SH 26....................................................................20% • To / from the east via Mustang Drive................................................................35% B. Detailed Trip Distribution Percentages The detailed inbound and outbound trip distribution percentages used for the AM and PM peak hours at the existing and proposed study intersections for the 2025 Build and 2030 (Build + 5 Years) analysis scenarios are shown in Figures 9 and 10 in Appendix C. XI. TRIP ASSIGNMENT The 2025 Build and 2030 (Build + 5 Years) AM and PM peak hour development trips (net increase) for the proposed Constellation Southlake development shown in Table 4 were distributed along the study roadway network using the trip distribution percentages shown in Figures 9 and 10. These development trips are shown in Figure 11 in Appendix C. E:: halfF� Constellation Southlake Warehouse Development August 18, 2023 SH 26 / Mustang Court AVO 54443 Southlake, Texas XII. INTERSECTION LOS ANALYSES A. Methodology and Level of Service Evaluations Halff conducted weekday AM and PM peak hour intersection level -of -service (LOS) analyses at the two study intersections for the following analysis scenarios: • 2023 Existing: (2023 projected background volumes from the 2021 MBP TIA) • 2025 No Build: (2-year background growth of existing volumes plus MBP trips) • 2030 (No Build + 5 Years): (7-year background growth of existing volumes plus MBP trips) • 2025 Build: (2025 No Build projected volumes plus Constellation Southlake development trips) • 2030 (Build + 5 Years): (2030 (No Build + 5 Years) projected volumes plus Constellation Southlake development trips) Results of the intersection analyses for all TWSC intersections were generated using the standard procedures outlined in the Transportation Research Board's (TRB) Highway Capacity Manual, 7th Edition (HCM), through the use of the Trafficware Synchro 11 software package. For the SH 26 / Mustang Drive / Mustang Court signalized intersection, results of the intersection analyses were generated through Synchro's Percentile Delay Method to model the existing actuated traffic signal in the TIA study area under varying traffic loads as observed in field conditions. For reference, all Synchro output reports are provided in Appendix D. It should be noted that the Synchro 11 traffic software does not include analysis reports based on the latest edition of the HCM (7th Edition). All Synchro analysis and reports developed under the HCM methodology is restricted to the 6th Edition or earlier. LOS is described in terms of the average stopped delay experienced per vehicle for a particular movement, approach, or for the entire intersection during a typical morning or afternoon peak hour periods on a given weekday. Separate LOS thresholds for signalized and unsignalized intersections in the HCM have been established to analyze and compare the current and projected traffic operations at a particular intersection. The criteria and description for each LOS classification for signalized intersections is provided in Table 5. The criteria and description for the LOS classifications for unsignalized intersections is provided in Table 6. Table 5 — Level -of -Service Criteria for Signalized Intersections Level Average Stopped of Service Description Delay Little to no delays experienced at the intersection and vehicle progression is exceptionally A favorable. Majority of vehicles arrive during the green indication and travel through the <10.0 intersection without stopping. Light delays are experienced at the intersection and vehicle progression is highly favorable. B Most vehicles pass through the intersection, with slightly higher stopped vehicles than with > 10.0 & < 20.0 LOS A. Moderate delays are experienced at the intersection and vehicle progression is favorable. C Individual cycle failures may begin to appear. The number of vehicles stopping is significant, > 20.0 & < 35.0 although many vehicles still clear the intersection within one cycle. D Moderate to heavy delays are experienced at the intersection and progression is ineffective. > 35.0 & < 55.0 Many vehicles stop and individual cycle failures are noticeable. E Heavy delays are experienced at the intersection and progression is unfavorable. Individual > 55.0 & < 80.0 cycle failures are frequent. F Excessive delays experienced at the intersection and vehicle progression is very poor. Most > 80.0 cycles fail to clear the queue. - 8 - :EE haLff Constellation Southlake Warehouse Development August 18, 2023 SH 26 / Mustang Court AVO 54443 Southlake, Texas Table 6 — Level of Service Criteria for Unsignalized Intersections Level Average Stopped of Service Description Delay A Little to no delays experienced at stopped movement; free -flow conditions < 10.0 B Light delays experienced at stopped movements; indicative of free -flow conditions > 10.0 and < 15.0 C Moderate delays experienced at stopped movements; influence of traffic density on operations becomes marked > 15.0 and < 25.0 Moderate to heavy delays at the stopped movements; ability to maneuver is severely > 25.0 and 35.0 restricted due to congestion _< E Heavy delays experienced at stopped movements; operations are at or near capacity and > 35.0 and 50.0 are unstable _< P Excessive delays experienced at stopped movements; forced flow or breakdown > 50.0 characterized by queues Note: ' - LOS F is assigned to a movement with a volume -to -capacity ratio greater than 1.0, regardless of the average stopped delay. The 2023 Existing traffic volumes intersection analyses were conducted using the existing lane assignments and traffic controls at the existing study intersections shown in Figure 4 in Appendix C and the 2023 Existing AM and PM peak hour volumes shown in Figure 5 in Appendix C. Values for the peak hour factor (PHF) and heavy vehicle percentages (HV%) for each movement at the study intersections reflect the values used in the 2021 MBP TIA report. Signal timing parameters for the SH 26 / Mustang Drive / Mustang Court signalized intersection are based on the existing signal timing sheets acquired from the City of Southlake, which are included in Appendix E. The 2025 No Build and Build traffic volumes intersection analyses were conducted using the existing and proposed lane assignments and traffic controls at the existing and proposed study intersections shown in Figure 4 in Appendix C and the 2025 No Build and Build AM and PM peak hour volumes shown in Figures 6 and 12 in Appendix C. PHF and HV% values for the existing study intersections for the 2025 No Build and Build analysis scenarios were assumed to follow the values used in the 2023 Existing analysis scenario. Signal timing parameters for the SH 26 / Mustang Drive / Mustang Court signalized intersection for the 2025 No Build and Build analysis scenarios are identical to those used in the 2023 Existing analysis scenario. The 2030 (No Build + 5 Years) and (Build + 5 Years) traffic volumes intersection analyses were conducted using the existing and proposed lane assignments and traffic controls at the existing and proposed study intersections shown in Figure 4 in Appendix C and the 2030 (No Build + 5 Years) and (Build + 5 Years) AM and PM peak hour volumes shown in Figures 7 and 13 in Appendix C. PHF and HV% values for the existing study intersections for the 2030 (No Build + 5 Years) and (Build + 5 Years) analysis scenarios were assumed to follow the values used in the 2023 Existing analysis scenario. Signal timing parameters for the SH 26 / Mustang Drive / Mustang Court signalized intersection for the 2030 (No Build + 5 Years) and (Build + 5 Years) analysis scenarios are identical to those used in the 2023 Existing analysis scenario. The intersection analyses results for the AM and PM peak hours are shown in Tables 7 and 8. The signalized intersection analysis results represent the delays and LOS for each approach and for the overall intersection. The unsignalized intersection analyses results represent the critical minor movements or approaches. - 9 - :EE haLff Constellation Southlake Warehouse Development August 18, 2023 SH 26 / Mustang Court AVO 54443 Southlake, Texas Table 7 - Intersection LOS Analysis Results - AM Peak Hour Intersection Overall 1 2023 Existing 2025 No Build 2025 Build 5 Years) Years) [Signalized / AWSC / TWSC] movement AM Delay LOS AM Delay LOS AM Delay LOS AM Delay LOS AM Delay LOS SH 26 at Mustang Drive I Mustang Court 1 (Existing)NB [Signalized] OVERALL 43.0 D 61.6 E F 112.4 F EB 47.6 D 67.7 E F 130.9 F WB 21.9 C 24.5 C EOC E26. C 28.6 C 42.4 D 76.4 E F 123.6 F SB 74 E 71.1 E E 71.8 E Mustang Court at Southwestern NBL/T/R* N/A* N/A* 8.2 A 8.2 A 8.2 A 8.2 A EBLIT/R* N/A* N/A* 9.7 A 9.8 A 9.8 A 9.9 A 2 Street / Driveway CSD1 (Existing) WBLIT/R* N/A* N/A* 11.6 B 12.0 B 12.0 B 12.4 B [TWSC] SBLITIR* N/A* N/A* 0.0 A 0.0 B 0.0 A 0.0 A Note: * - Intersection 2 in the 2023 Existing scenario is a free T-intersection; no delays are reported Table 8 - Intersection LOS Analysis Results - PM Peak Hour 2023 Existing 2025 No Build 2025 Build 030 030 Intersection (Existing I Proposed) [Signalized / AWSC / TWSC] Overall / Approach Movement PM Delay LOS PM Delay LOS PM Delay LOS 5 Years) PM Delay LOS Years) PM Delay LOS OVERALL 48.6 D 80.5 F 82.1 F 136.2 F 137.9 F SH 26 at Mustang Drive I EB 3.5 B 13.8 B 13.8 B 14.7 B 14.7 B 1 Mustang Court WB 9.3 B 26.6 C 26.5 C 42.5 D 42.4 D (Existing) NB !226.5 F 412.7 F 422.4 F 732.8 F 742.3 F [Signalized] SB 4.1 E 89.8 F 90.8 F 94.8 F 95.8 F Mustang Court at Southwestern NBL/T/R N/A* N/A* 8.2 A 8.2 A 8.2 A 8.2 A EBL/T/R N/A* N/A* 9.9 A 9.9 A 9.9 A 10.0 B Street / Driveway CSD1 2 (Existing) WBL/T/R N/A* N/A* 11.0 B 11.2 B 11.4 B 11.5 B [TWSC] SBL/T/R N/A* N/A* 1 0.0 A 0.0 A 1 0.0 A 1 0.0 A Note: * - Intersection 2 in the 2023 Existing scenario is a free T-intersection; no delays are reported B. Summary of Intersection LOS Analysis Results The results of the peak hour intersection analyses shown in Tables 7 and 8 indicate the minor movements at the Mustang Court / Southwestern Street intersection are projected to operate at a good LOS A or B for all scenarios. The SH 26 / Mustang Drive / Mustang Court intersection is projected to operate at a LOS E / F in both peak hours in the year 2025 and year 2030 analysis scenarios. The addition of development trips at the intersection does not change the overall LOS of the intersection from the No Build to the Build scenarios; delay increases are projected to be minimal due to the additional development trips passing through the intersection. As traffic volumes increase in the study area and along the SH 26 corridor, it will be necessary for the City of Grapevine to update the signal timing plans to accommodate the changing traffic demands. XIII. ACCESS EVALUATION As mentioned, access to the Constellation Southlake development site will be provided via one driveway connection to Mustang Court, driveway CSD1, as the east leg of the Mustang Court / Southwestern Street intersection. There is currently a driveway connection at this location that provides access to the industrial tank / pipeline equipment development on the southern portion of the site. The proposed access connection is approximately 360 feet from the Mustang Court / SH 26 intersection, which exceeds the City of Southlake's commercial driveway spacing standard of 100 feet along local streets. -10 - ::: halff=M Constellation Southlake Warehouse Development August 18, 2023 SH 26 / Mustang Court AVO 54443 Southlake, Texas XIV. INTERSECTION SIGHT DISTANCE EVALUATION Intersection sight distance for the proposed site driveway connection to Mustang Court was evaluated based on criteria set forth by the American Association of State Highway and Transportation Officials (AASHTO), in their design manual A Policy on Geometric Design of Highways and Street (2018), also known as the "Green Book". AASHTO's Green Book publishes intersection sight distance guidelines for vehicles turning left or right from a minor access point onto a major street, or crossing the major street, where the minor access point approach is stop -controlled at the major street. For the proposed full access site driveway along Mustang Court, intersection sight distance guidelines for passenger cars and combination trucks are summarized below: • Left turn from driveway CSD1 o Passenger Cars: 355 feet o Combination Trucks: 540 feet • Right turn from driveway CSD1 o Passenger Cars: 290 feet o Combination Trucks: 465 feet • Crossing from driveway CSD1 o Passenger Cars: 290 feet o Combination Trucks: 465 feet Intersection sight distance calculations are based on the current assumed speed limit along Mustang Court, 30 mph, and the existing three -lane undivided cross section. Halff did not conduct field measurements for intersection sight distance at the proposed driveway location along Mustang Court. However, based on field observations and the latest aerial and street imagery adjacent to the proposed development site, there appears to be adequate sight distance provided along this roadway section at the location of the proposed site driveway to safely turn onto the roadway when an acceptable gap in traffic is presented. In addition, this is an existing access location that currently serves the industrial tank / pipeline equipment development on the site. Vehicles exiting the driveway are expected to turn left towards SH 26, as a right turn movement only leads into the adjacent MBP development, and a crossing movement only leads to an existing industrial / energy site at the west end of Southwestern Street. Halff recommends clearing any excessive vegetation, signage, and any other large items along the east side of Mustang Court that could impact visibility in order to maintain clear sight lines when looking in the appropriate direction(s) from the driveway approach. Halff also recommends that the landscape and civil plan for the development consider the minimum required sight distance at the driveway approach in its design. XV. CONCLUSIONS Based on the analyses conducted for the TIA and a review of the development plans, Table 9 below provides recommendations to accommodate projected traffic, where necessary, related to the proposed Constellation Southlake warehouse development in Southlake, Texas. Table 9 — Recommendations ResponsibleRecommendation Party 2025 Install a sto si n and sto bar at the westbound site drivewa a roach to Mustan Court Develo er 2025 Maintain clear visibilityaround the site drivewayapproach to MustangCourt Develo er -11- iii haff" Constellation Southlake Warehouse Development August 18, 2023 SH 26 / Mustang Court A VO 54443 Southlake, Texas Appendix A Site Plan - Constellation Warehouse Development -A - :�: haLffm M Lo b Q rn Lo c� W U) Q ao W ri N 0 N M 6i Q 0 M 0 0 U 6 m a� 0 0 Q U 0 0 0 Ln 0 0 0 Ln Q li.i Q z w J_ LL WARRANTY DEED WITH VENDOR'S LIEN ZEM PROPERTIES, INC. TRACT II DOC. NO. D202115321 O.R.T.C.T. ZONED = MH L.U.D.= INDUSTRIAL WARRANTY DEED WITH VENDOR'S LIEN ZEM PROPERTIES, INC. TRACT DOC. NO. D202115321 O.R.T.C.T. ZONED = MH L.U.D.= INDUSTRIAL PROPOSED 8 FT SOLID WOOD SCREEN FENCE LOT 8, H. DECKER NO. 438 ADDITION DOC. NO. D210108187 O ZONED = MH.R.T.C.T. L.U.D.= INDUSTRIAL PROP. RETAINING WALL HEIGHT ± 16.7 FT WARRANTY DEED WITH VENDOR'S LIEN MARK D. WILLOUGHBY AND WIFE, TRACY V. WILLOUGHBY VOL. 10439, PG. 999 O.R.T.C.T. ZONED = MH L.U.D.= INDUSTRIAL — - ZONED = MH L.U.D.= INDUSTRIAL LOT 9, H. DECKER NO. 438 ADDITION DOC. NO. D210108188 O.R.T.C.T. -15BUILDING SETBACK SPECIAL WARRANTY DEED EUSTOLIO C. GUTIERREZ AND DIANA GUTIERREZ, CO -TRUSTEES, OR THEIR SUCCESSOR(S), OF THE TOLO AND DIANA GUTIERREZ TRUST CALLED 0.50 ACRES DOC. NO. D205088912 O.R.T.C.T. ZONED = MH L.U.D.= INDUSTRIAL - GENERAL WARRANTY DEED JENNIFER WANG CALLED 0.50 ACRES DOC. NO. D217279049 O.P.R.T.C.T. ZONED = MH L.U.D.= INDUSTRIAL — PROPOSED 8 FT SOLID WOOD SCREEN FENCE GENERAL WARRANTY DEED WITH VENDOR'S LIEN ROSALBA RAMIREZ CALLED 0.500 ACRES DOC. NO. D218033179 O.P.R.T.C.T. ZONED = MH L.U.D.= INDUSTRIAL - 10' TYPE F1 BUFFER YARD - WARRANTY DEED WITH VENDOR'S LIEN RALPH K. NEWTON CALLED 0.502 ACRES VOL. 12445, PG. 1497 O.R.T.C.T. ZONED = MH L.U.D.= INDUSTRIAL — WARRANTY DEED WITH VENDOR'S LIEN REXANA E. OSTUNI CALLED 0.50 ACRES VOL. 1650, PG. 121 O.R.T.C.T. ZONED = MH L.U.D.= INDUSTRIAL- - GENERAL WARRANTY DEED WITH VENDOR'S LIEN MAURO MARTINEZ AND IRMA MALDONADO CALLED 0.50 ACRES DOC. NO. D218210357 O.P.R.T.C.T. ZONED = MH L.U.D.= INDUSTRIAL - GENERAL WARRANTY DEED WITH VENDOR'S LIEN JTK DYER GROUP LLC CALLED 0.50 ACRES DOC. NO. D218199772 O.P.R.T.C.T. ZONED = MH L.U.D.= INDUSTRIAL PROP. RETAINING WALL HEIGHT ± 16.5 FT PROP. RETAINING WALL HEIGHT ± 14.5 FT 10' BUILDING SETBACK LOT 1 EXPLORER ADDITION DOC. NO. D220044871 O.R.T.C.T. ZONED = 12 L.U.D.= INDUSTRIAL 5' TYPE A BUFFER YARD SPECIAL WARRANTY DEED EXPLORER PIPELINE COMPANY CALLED 15.6 ACRES VOL. 5140, PG. 424 D.R.T.C.T. N89°23'47"E 958.92' Zo 56' R - ° ° ° ° ° �.' 00' R 11 F". 11 ° 30' R_ ° 'FIRE LANE N °° 9' (TY P.) L R- N PROPOSED d _ <d 10' R �° 30 Rb d ° N- —d 26' FIRE LANE 30' R ° ° / % 0 10' R ° ° ,� .1 9' (TYP.) ° d d FLI] < ° 9 30' R� 1 Lff R=3' (TYP.) 1 END PROP. RETAINING WALL HEIGHT ± 2.5 FT PROPOSED FH 56' R d ° ° ° ° °L i —° 20' R 30' R `\ 30 R 13' (TYP.) a, 00 PROP. 10'x50' (TYP.) 5' CURB INLET } �. 10' SIDEWALK - - LOADING SPACEI- / - -J d 10'R ° °� IJ a ° n 2-GRATE INLET — — d w "} �� d ° I / -- —J ° d --- �: d ° ° — — d ,� 8-GRATE INLET ° ° d ` ° 11 d j ♦ d I d _ PROPOSED FH / - ° ° L ° d ° d ° /-d add d Aj d _ d d ° ° ° ° �--�; 4 PROP. 10' WATER $ ° 5.5' SIDEWALK d �d I - - ' EASEMENT 5 I -J I° I - -- 20'� 26.5' 5' -18' 26' d 18' 250' 117' ° d v 26' d ° ° 117' 240' Ln 0 0 z P OPOSEE 131 C 4 _j /j I- All A _j 'I 8-GRATE INLET I v� d PROP. 10' WATER - = IA WA9RAf�T�' E� M LAf� IPE'1_INE TERMI AL ° ° R. ° ° ° ° d EASEMENT _ w - - ALLE 14^645,AC E _-_ r J ° < I = O P.R.T.0 T1�1 2 r % - ° v — J / 2-GRATE INLET _ _ _j $°° PROP. 10'x50' (TYP.)- 1 ♦,- LOADING SPACE / - - ° d 8-GRATE INLET - - Z_/ BUILDING 1 ° °1134,401SF M - ,° ° FFE=608.75 -� d $ ° --- Lo BUILDING 4 1 I = - _= J d -I ° °� - 120,840 SF _ FFE = 604.00 °A °°d ° --- — W °° / 1 ' d LLI d � v ''— z 'j I ° ° ° Q ° a 1 J — ° J e -' v �1 — — J W - / -- —1 v W w ° d/— ° ° _— — 4 �f U_ A[ A d � ,.I N-- J ° v v d J N d° J r ° w — d d ° --- _j ° d v d I ° d 5.5' SIDEWALK ° °° - / I d ° I� d ''�° d / I - 8-GRATE INLET BEGIN PROP. I ° ° J° � d d RETAINING WALL T1 - _- - ° ° _-_ _ __j HEIGHT ± 1.0 FT - _ _ _ ° ° ° E 9E E T AGREEMENT 1 d ° T E CITY� SOUTHLAKE � v ° Vi/AT R RiPEI�INEa ° J T co I ° d ' QC#. Q. D220005858 a - l 30' R 16 1. 10' SIDEWALK d° //I I I 2-GRATE INLET 5.5' SIDEWALK' 5' 5.5' SIDEWALK l 2-GRATE INLET °< 26' z. ° /, J z d J LU ° LL. N ° 2-GRATE INLET — — ° ° °Q;R.T.C.T. ° d 5' CURB INLET ° — — `'' 6-GRATE INLET I — J ° d0 J II d 10' SIDEWALK PROPOSED FDC ��_ PROPOSED ° PROPOSED FDC l 18' 11.7' 0 x w Q w PROP. 10' WATER EASEMENT EXISTING FH o 0 I J� I SPECIAL WARRANTY DEED EXPLORER PIPELINE COMPANY CALLED 15.6 ACRES Lw VOL. 5140, PG. 424 D.R.T.C.T. 10' TYPE A BUFFER YARD II 15' BUILDING SETBACK HI I YI �i I PROP. 10' WATER EASEMENT I EXISTING FH LOT 1, BLOCK 1 FINA ADDITION CAB. A, SLIDE 1476 P.R.T.C.T. ZONED = 12 I.U.D.= INDUSTRIAL DUMPSTER , - - �- R=3' (TYP.) PROPOSED FH �- �- d LOCATION -� PROPOSED 2-WAY SSCO - PROPOSED 2-WAY SSCO �W_ °� �/ / -15' R- ° 'A ° 15' R PROPOSED FH 30' R 25' R 25' R — 13 (TYP.)� 30 R IA 5 3 I �° o 9 0 1 3 5 30' R 30' R 0 R=3' (TYP.) 1 O 30' R _1 IJ4 ° ° d R=3' (TYP.) -�- �_I _IJ° v d d ° 7' °—° -- —.L ° �� PROPOSED SSMH PROPOSED SSMH �� ° - 3 = 1-1 ° PROPOSED 2" ° d r -�'� PROP. 10' SANITARY PROPOSED SSMH PROPOSED 2" tt,�° ° PROPOSED FH N_,_ - 26 FIRE LANE -�� i' / d d 9' (TYP.) 13' (TYP.) N ° d DOM. WTR METER ° • ° 30' R ` ° DOM. WTR METER , o o d ° `9' (TYP.) ° ° SEWER EASEMENT `I Li k 3 0 25' R ° d°I 30?R R 0 0 0 1 g' d 15' R ° - �� --- -- - -- 15' R d - - 30 R a ` 30 R 14 PROPOSED 2-WAY SSCO PROPOSED FDC ° '� �° ° 10' CURB INLET / PROPOSED 2-WAY SSCO Id 1 It ° �Id d ° PROPOSED ° 10' SIDEWALK d 10 SIDEWALK DUMPSTER PROPOSED FDC ° , ° ° - - ° m d °° LOCATION v EAS MENT I ° • d Q° 5.5' SIDEWALK I 8-GRATE INLET d 1 THE SHAMROCK PIPE cfl ° d 11 8 G J .d 1 / I PRIVATE ROADWAY AGREEMENT �ONOCOPHILLIPS COMPAN MAGELLAN TERMINALS HOLDINGS, L.P. ALON USA REFINING, INC. 50' EASEMENT DOC. NO. D208448489 0.R.T.C.T. CONNECT TO EXISTING CONC. ACCESS ROAD PIPELINE EASEMENT CONOCO PIPE LINE COMPANY 30' EASEMENT VOL. 9486, PG. 185 ° ° ° a ° 1�' LINE CORPORATION �° O.R.T.C.T. PROPOSED SSMH - - � ° ° ° PROP. 10' WATER - � �/ 30' WIDE EASEMENT - ° PROP. 10' SANITARY I ° �� 8 ; EASEMENT - - - - I/ S ECIAL WARRANTY DEED VOL. 13�'39, PG. 506 =- dr SEWER EASEMENT - - = J d ° °1 ° a — - L AN PIPELINE TERMINALS, L.P. O.R.T.C.T. I — BUILDING 2 _ _ _ _ ° ° ° ° A 2B, CAL ED 1.250 ACRES ° 188,132 SF n _ _ _J ° �' ° ° ° - - N)�N 11t672 5' CURB INLET g - ° O.P. .T.C.T. RIGI OF WAY AGREEMENT ° 3-GRATE INLET FFE = 605.75 - - - J ° ° ,� °f 1 ° - = i BUILDING 3°v Ids AMROCK PIPE LINE ° PROP. 10'x50' (TYP.) - - J / 102,957 SF - - - - - -° u, 11 CORPORATION 99 I / - - - 1 ° LOADING SPACE ° II ,/ FFE = 601.00 ° I° VUL. 12149, PG. 1719 I° 1 °° I I 1 I SPECIAL WARRANTY D R=3' (TYP.) / I d ° ° ° I° 8-GRATE INLET MAGELLA PIPELINE TERM I ° I I I O.R.T.C.T. I AS AFFECTED BY 1 �° ' I' I"P' ° TRANSFER AND PARTIAL PROP. 10'x50' (TYP.) ° I - - - - I TRACT 2 , CALLED 0.357 A S ° ° SPECIAL ARRANTY DEED - _ =J LOADING SPACE ° - = J DOG. NO. D211011161 ASSIGNMENT AGELLAN PIPELINE TERMINALS, L.P. - - I �° ° ° - - J O.P.R.T.C.T. ° F RIGHT OF WAY - 5.5' SIDEWALK - _ dl CONOCO INC. TRACT 3, CALLED 0.483ACRES - - ° °� ° °° ° ° ° - 1 - - VOL. 13739, PG. 513 DOC. NO. D211011162 - - - J - - - ORTCT EL O.P.R.T.C.T. - - ° ° ° AI ° I - �.I MATCH LINE OWNER/DEVELOPER: SEE SHEET C1.02 CONSTELLATION REAL ESTATE PARTNERS 2021 MCKINNEY AVE, SUITE 300 DALLAS, TX 75201 CONTACT:JOHN DELVAC (214) 814-4312 JOHND@CONSTELLATIONREP.COM DERBY Z of z PONDEROSA w WAY 7 p V1 z J m S E CONTINENTAL Y PROJECT Lj LOCATION w z G� 50 26 VICINITY MAP NOT TO SCALE PROPOSED LEGEND: PROPOSED SANITARY SEWER MANHOLE •CO PROPOSED CLEANOUT PROPOSED FIRE HYDRANT FIRE DEPARTMENT CONNECTION DOMESTIC WATER METER GRATE INLET CURB INLET 7" THICK, 3000 PSI CONCRETE PAVEMENT WITH #3 BARS @ 18" O.C.E.W. OVER 6" LIME STABILIZED SUBGRADE PER GEOTECH REPORT 6" THICK, PSI CONCRETE PAVEMENTT WITH #3 BARS @ 18" O.C.E.W. OVER X" LIME STABILIZED SUBGRADE PER GEOTECH REPORT 5" THICK, 3000 PSI CONCRETE PAVEMENT WITH #3 BARS @ 18" O.C.E.W. OVER SCARIFIED COMPACTED SUBGRADE FL FIRE LANE PROPOSED FENCE LINE X LANDSCAPE BUFFER YARD x BUILDING ENTRANCE/EXIT NOTE: ALL CURBS ARE 6" UNLESS NOTED OTHERWISE. EXISTING LEGEND: -4 6 461 —OHF - W M= Y WVo ICVo FH* FSC PPO LP(i) G M® GVo SSMH SSCOo EM❑ EPB ❑ EJ B ❑ 0 18" RCP EX. 8" tr✓ EX. 8" SS EX. GAS PROPERTY LINE LOT LINE EASEMENT LINE MAJOR CONTOUR LINE MINOR CONTOUR LINE OVERHEAD ELECTRIC FENCE WATER METER WATER VALVE VAULT IRRIGATION CONTROL VALVE FIRE HYDRANT FIRE DEPARTMENT CONNECTION GUY WIRE SIGN POWER POLE LIGHT POLE GAS METER GAS VALVE SANITARY SEWER MANHOLE SANITARY SEWER CLEANOUT ELECTRIC METER ELECTRIC PULL BOX ELECTRIC JUNCTION BOX CURB INLET STORM SEWER LINE WATER LINE SANITARY SEWER LINE GAS LINE SITE PLAN CONSTELLATION SOUTHLAKE ENGINEER. TRACT 1, 2a, 2b, 3 & 4 HALFF ASSOCIATES, INC. 33.71 ACRES 1201 N BOWSER RD SITUATED IN THE RICHARDSON, TX 75081 CONTACT: KAYLIE FLYNN, PE H. DECKER SURVEY ABSTRACT NO. 438 (214) 937-3923 CITY OF SOUTHLAKE, TARRANT COUNTY, TEXAS KFLYNN@HALFF.COM JULY, 2023 N 0 50' 100, GRAPHIC SCALE - 1"=50' Z O w c� Q Q W Z J = Y 0 U W Qz � rr� VJ O Z O o� U Lo 04 N N 00 o0 o� "U w �xo w to0_(9 m0� M �0 0QV 04 z 0 a_ U U w w O o U) w �rzo r-r PRELIMINARY FOR INTERIM REVIEW ONLY THESE DOCUMENTS ARE FOR INTERIM REVIEW AND NOT INTENDED FOR REGULATORY APPROVAL, PERMIT, BIDDING OR CONSTRUCTION PURPOSES. THEY WERE PREPARED BY OR UNDER THE SUPERVISION OF: KAYLIE E. FLYNN 135900 NAME P.E. NO. DATE 7/31 /23 TBPELS FIRM #F-312 PROJECT NO.: 54443 ISSUED: JULY, 2023 DRAWN BY: CAD CHECKED BY: KEF SCALE: AS SHOWN SHEET TITLE SITE PLAN C1.01 Figure 2-1 - Site Plan M LO O a 0) cm LO cu LU U) 75 Q rn W co N 0 N co 6j Q C] 0 M v 0_ L7 0 0 U m U) 0 0 Q U 0 J 0 0 cM LO 0 0 0 qt LO Q W 75 Q z W J_ ILL. EXISTING FH ° I e ° 15BUILDING SETBACK A 1 20.5' 26.5' ° 5' - �° PROPOSED FH END PROP. °/1• RETAINING WALL a HEIGHT ± 4.0 FT N � • co ° /A ° z a °• ° LOT 1, BLOCK 1, � ° ° MUSTANG BUSINESS PARK ° DOC. NO. D222280817 ,a ° O.P.R.T.C.T. ° ZONED = 11 , L.U.D.= INDUSTRIAL °Q ° All • 5' TYPE A BUFFER YARD ° EXISTING FH ° ° �a • • 10' CURB INLET a PROP. RETAINING ° WALL HEIGHT ± 7.0 FT , �a °° SPECIAL WARRANTY DEED MAGELLAN PIPELINE ', ° TERMINALS, L.P. ° TRACT 5, CALLED 0.167 ACRES ° DOC. NO. D211011162 °30' R O.P.R.T.C.T. ®�°g0 •° ° ° •a BEGIN PROP. / / RETAINING WALL °, HEIGHT ± 4.0 FT 130' R 41 °° Q MATCH LINE SEE SHEET C1.01 EXIST. 15' S 7ARYT T I- - = L ACI EW RNR�A E D ), LaP. ° 1- - - _� -� M7 :IE/ I b ° ° ° ° SEWER EASEMENT I - TJ T 1, GALLED "80 GRES" ° p° °D0C3.'1� 09 D,2,1 J01,16� ° ° - 1 2-GRATE INLET ° ° ° • 1° ° • - J BUILDING 3 .� ° --- J ° I _ ° - - - - - - ° °° ° 8-GRATE INLET - 102,957 SF A. FIFE = 601.00 ° 1°� ° ° ° ° --- = 5. 5.5' SIDEWALK I 1 ° ° 11 ' �I ° ° • 1 5 I--- � ° ,04 I- - 18' 26'.� S 18' 250' - - -117' � B 26' 117' - - - 240' ° / - - - ° I • - - ° ° ° '(/ BUILDING 2 J ° °p �� ° 1 - ry - 188,132 SF - - - °�° ° - - J FIFE = 605.75 I - a 8-GRATE INLET J44 I• ° 1 Q ° 10' SIDEWALK - -- 1 • ° ° ° a ° PROP. 10'x50' (TYP.) Uj J I LOADING SPACE J ° 10' R LU =- - ° • ° - LL °°� - I- --- • ° 30 R N ° - - ° ° I r 2-GRATE INLET ° a °j� I°° 0 0 0 - °a I• I.� ---- ° ° PROP. 1 O'x5O'(TYP.) LOADING SPACE `9 00 W N 0 LU CD CD -� z I o / °l Li ; / SIDEWALK ° I LL N 5.5' SIDEWALK 5' I e 5' CURB INLET 18' ° 26' 18'- 14.8' / w LOT 1 EXPLORER ADDITION DOC. NO. D220044871 I° ° PROPOSED FH O.R.T.C.T. SIDEWALK ri ��° I 15'R ° 60' R Q = fir ° 130° ° ° _ 4 A,j CONNECT TO , I° I ° I I ° EXISTING -A�° I ° ° ° ACCESS ROAD `K�l I a 30' R % - ° d _ A. I 15' BUIL G I° I ° 10 CURB INLET 100' R • ° ° o ° -�-J SETBACK ~ 5' TYPE A BUFFER YARD T 15' CURB INLET �� °� ° ''" 5.5' SIDEWALK I - - - "J 9' ° LL ° ° ° - - LU _ 5 CURB INLET ° ° ° BEGIN PROP. / _ _ __j • ° z ° < / RETAINING WALL Al °� I4 I I - ° a J ° ° /, HEIGHT ± 3.0 FT / LU PROPOSED FH 24 5 R I a ° ° LL I - -J ° ° ° ° 4'x10' TYPE SW-0 -1 a ifl° - - -_ ° N a 25 R � ° U / ° HEADWALL PROP. 10 ATER I • • ° 51 R I I °° 10 R ° EASEMENT - - s � PROP. 10' WATER ° ° I I I - - $ EASEMENT ° �' - i • ,,° ° / I - I / - - ° • < ° I 30' R 30' R � ° I I° ° J • ° • ° ° \, I I - - ° III+ ° ° ° \ ° 30' R / ° I ° ° ° ° ° ' ° I ° • ° ° / EASEMENT AND ° I 30' R ° �� RIGHT-OF-WAY / I I • ° ° % / TEXAS POWER & LIGHT • °� ° 15 CURB INLET / / COMPANY ,, °° 15' R ° ° / / 2�� VOL. 7249, PG. 267 ZZ P° ° / / I �.. D.R.T.C.T. ° 30 / • ° / 10' SIDEWALK I � °° / `moo, 10' R \° ° ° )K Q AS MENI' ° N 100 R a �% / / O� / SHAMROCK PIPE / . ` / LINE CORPORATION 4' CONC. ° ° ° _ I ° ° °? 30' WIDE EASEMENT FLUME ° ° ° • ° PROPOSED FH o, 30 R - - !'� L. 13739, PG. 506 ` `(/ / / O.R.T.C.T. / // 10' R 10' R • ° 130' R p O 5' R EXISTING FH 18.39' TO EX. FH ° ° . N82° 16'25"E g 30' R °° h� CONNECT TO C LO EXISTING CONC. �° N °o oo ACCESS ROAD ° CO 40' R coz n 9' (TYP.) IIIIII 5' CURB INLET co � � � � END PROP. `V RETAINING WALL WARRANTY DEED - JOE L. WRIGHT, TRUSTEE REMAINDER OF A CALLED 30.750 ACRES VOL. 8060, PG. 27 D.R.T.C.T. 13' (TYP.) \`9 HEIGHT ± 5.0 FT 1<1 �o 0 00 BUILDIN ETBACK c O� °�, p�P / Z 30 SIyTP P ro �p '�� QG 0. Q P A O� I SUMMARY CHART- BUFFER YARD LOCATION/LENGTH PROVIDED BUFFERYARD WIDTH/TYPE REQUIRED BUFFERYARD WIDTH/TYPE NORTH - 960' 5 FT/ TYPE A 5 FT/ TYPE A EAST - 1,187.96' 5 FT/ TYPE A 5 FT/ TYPE A WEST - 765.44' 5 FT/ TYPE A 5 FT / TYPE A WEST - 865' 10 FT / TYPE F1 10 FT/ TYPE F1 SOUTH HWY 26 / 1,051.69' 10FT/ TYPE D 10 FT/ TYPE D `�^,� / "NOTE ANY CREDITS USED IN CALCULATIONS 10' TYPE D BUFFER YARD ` A. REQUIREMENTS REDUCED BY 20 /o DUE TO DOUBLING OF BUFFER DEPTH B. ALL CANOPY TREES REQUIRED AND SOME OF THE ACCENT TREES / ` \ REQUIRED SATISFIED BY EXISTING TREE CREDITS. / SUMMARY CHART - SITE DATA tnla I IIVh rrl , PARKING ANALYSIS CHART PROPOSED USE PROPOSED AREA (SF) PARKING REQ'D RATIO SPACES BUILDING 1: BUILDING AREA: 134,401 OFFICE AREA: 13,450 1:300 44.8 WARHOUSE AREA: 120,951 1:1000 121.0 BUILDING 2: BUILDING AREA: 188,132 OFFICE AREA: 18,820 1:300 62.7 WAREHOUSE AREA: 169,312 1:1000 169.3 BUILDING 3: BUILDING AREA: 102,957 OFFICE AREA: 10,300 1:300 34.3 WAREHOUSE AREA: 92,657 1:1000 92.7 BUILINDG 4: BUILDING AREA: 120,840 OFFICE AREA: 12,100 1:300 40.3 WAREHOUSE AREA: 108,740 1:1000 108.7 TOTAL PARKING REQUIRED: 674 PARKING PROVIDED: 686 HANDICAP PARKING REQUIRED: 14 HANDICAP PARKING PROVIDED: 20 EXISTING PROPOSED - RIGHT OF WAY GREEMENT EXPLORER P LINE COMPANY 30' VI E EASEMENT �fOL. 9205, PG. 1030 / D.R.T.C.T. CURVE DATA CURVE No. LENGTH RADIUS A CHID LENGTH CHID BEARING C1 103.12' 175.00' 33°45'41" 101.63' N20° 54' 19"E C2 115.45' 832.00' 7°57'02" 115.36' N51 ° 56' 22"W C3 130.30' 832.00' 8°58'24" 130.17' N40° 38' 50"W SUMMARY CHART - INTERIOR LANDSCAPE LANDSCAPE % OF AREA IN CANOPY ACCENT GROUND SEASONAL AREA FRONT OR TREES TREES SHRUBS COVER (SF) COLOR (SF) SIDE REQUIRED 81,785 SF 75% 164 328 2,045 12,268 1,624 PROVIDED 148,500 SF 75% 190 368 2,215 17,142 1,800 ZONING 12 12 LAND USE DESIGNATION HEAVY INDUSTRIAL HEAVY INDUSTRIAL GROSS/NET ACREAGE 1,468,218 SF (33.71 AC) 1,468,218 SF (33.71 AC) NUMBER OF PROPOSED LOTS 6 1 SITE COVERAGE (%) 45 85% 77 50% BENCH MARK LIST AREA OF IMPERVIOUS COVERAGE SF (%) 673,157 SF (45.85%) 1,137,915 SF (77.50%) BENCHMARK #1: 304 SNTP - NAIL IN TOP OF PVMT N = 7,021,375.5421 E = 2,392,839.3138 ELEV. = 595.96 BENCHMARK#2: 309 SNTP - NAIL IN TOP OF PVMT N = 7,022,758.0460 E = 2,393,284.3600 ELEV.= 602.84 AREA OF OPEN SPACE SF/(%) 795,061 SF (54.15%) 330,303 SF (22.50%) TOTAL BUILDING/FLOOR AREA N/A 546,330 SF NUMBER OF STORIES N/A 1 BUILDING HEIGHT(S) N/A 35 FT REQUIRED LOADING SPACES N/A 28 PROVIDED LOADING SPACES N/A 121 POND WAYEROSA _ I I a m S K\Mg E CONTINENTAL Y PROJECT LOCATION w Z s° 26 HAF r VICINITY MAP NOT TO SCALE PROPOSED LEGEND: PROPOSED SANITARY SEWER MANHOLE •CO PROPOSED CLEANOUT PROPOSED FIRE HYDRANT FIRE DEPARTMENT CONNECTION DOMESTIC WATER METER 0 GRATE INLET CURB INLET 7„ THICK, 3000 PSI CONCRETE PAVEMENT WITH #3 BARS @ 18" O.C.E.W. OVER 6" LIME STABILIZED SUBGRADE PER GEOTECH REPORT 6" THICK, PSI CONCRETE PAVEMENTT WITH #3 BARS @ 18" O.C.E.W. OVER X" LIME STABILIZED SUBGRADE PER GEOTECH REPORT 5" THICK, 3000 PSI CONCRETE PAVEMENT WITH #3 BARS @ 18„ O.C.E.W. OVER SCARIFIED COMPACTED SUBGRADE FL FIRE LANE X PROPOSED FENCE LINE LANDSCAPE BUFFER YARD x BUILDING ENTRANCE/EXIT NOTE: ALL CURBS ARE 6" UNLESS NOTED OTHERWISE EXISTING LEGEND: - - PROPERTY LINE LOT LINE - - EASEMENT LINE - -460 MAJOR CONTOUR LINE 461 MINOR CONTOUR LINE CHE OVERHEAD ELECTRIC 0 FENCE Wm(2) WATER METER Wvo WATER VALVE z VAULT ICvo IRRIGATION CONTROL VALVE FHA FIRE HYDRANT FSC FIRE DEPARTMENT CONNECTION GUY WIRE SIGN PPa POWER POLE LPo LIGHT POLE GM® GAS METER Gvo GAS VALVE ssMH0 SANITARY SEWER MANHOLE sscoo SANITARY SEWER CLEANOUT EM❑ ELECTRIC METER EP13 ❑ ELECTRIC PULL BOX EJB ❑ ELECTRIC JUNCTION BOX o CURB INLET - 18" RCP - STORM SEWER LINE Ex. g" w WATER LINE - Ex 8- S-E- SANITARY SEWER LINE - Fx FAQ GAS LINE OWNER/DEVELOPER: ENGINEER: CONSTELLATION REAL ESTATE HALFF ASSOCIATES, INC. PARTNERS 1201 N BOWSER RD 2021 MCKINNEY AVE, SUITE 300 RICHARDSON, TX 75081 DALLAS, TX 75201 CONTACT: KAYLIE FLYNN, PE CONTACT: JOHN DELVAC (214) 937-3923 (214) 814-4312 KFLYNN@HALFF.COM JOHND@CONSTELLATIONREP.COM SITE PLAN CONSTELLATION SOUTHLAKE TRACT 1, 2a, 2b, 3 & 4 33.71 ACRES SITUATED IN THE H. DECKER SURVEY ABSTRACT NO. 438 CITY OF SOUTHLAKE, TARRANT COUNTY, TEXAS JULY, 2023 N 0 50' 100, GRAPHIC SCALE - 1 "=50' Z O w U)>_ x Z J = Y O U W J z LLI �^^ Z O U) OQ U~ U LO N N oq �U) w �xo w 0�� mom M 10 z<v o 0 z 0 0-1 U GO w 0 z w o � o W O PRELIMINARY FOR INTERIM REVIEW ONLY THESE DOCUMENTS ARE FOR INTERIM REVIEW AND NOT INTENDED FOR REGULATORY APPROVAL, PERMIT, BIDDING OR CONSTRUCTION PURPOSES. THEY WERE PREPARED BY OR UNDER THE SUPERVISION OF: KAYLIE E. FLYNN 135900 NAME P.E. NO. DATE 7/31 /23 TBPELS FIRM #F-312 PROJECT NO.: 54443 ISSUED: JULY, 2023 DRAWN BY: CAD CHECKED BY: KEF SCALE: AS SHOWN SHEET TITLE SITE PLAN C1.02 Figure 2-2 - Site Plan Constellation Southlake Warehouse Development August 18, 2023 SH 26 / Mustang Court A VO 54443 Southlake, Texas Appendix B Mustang Business Park TIA Report - Supplemental Information :�: haLffm Traffic Impact Analysis ZA20-0067 Mustang Business Park Southlake, Texas Initial Submission: February 1, 2021 Second Submission: March 16, 2021 Third Submission: April 2, 2021 Updated Submission: May 3, 2021 Kimley-Horn and Associates, Inc. Dallas, Texas Project #067806210 Registered Firm F-928 Kimley)))Horn Traffic Impact Analysis ZA20-0067 Mustang Business Park Southlake, Texas Prepared by: Kimley-Horn and Associates, Inc. 13455 Noel Road, Two Galleria Tower, Suite 700 Dallas, Texas 75240 _ �--��• Registered Firm F-928 A �P.�EOF rgsy�, ... .......r............... 0' SCOT A. 6HNSON r....;.....................:. r! 9fi15 Contact: �iT°fi''•`•��!5� �%k%, SlbHAI- Scot Johnson, P.E., PTOE �•��,J Jake Halter, EIT I 972-770-1300 Initial Submission: February 1, 2021 Second Submission: March 16, 2021 Third Submission: April 2, 2021 Updated Submission: May 3, 2021 05_ Kimley>>> Horn Page i TABLE OF CONTENTS EXECUTIVE SUMMARY.......................................................................................................... iii I. INTRODUCTION.................................................................................................................1 A. PURPOSE............................................................................................................................1 B. METHODOLOGY................................................................................................................... 1 II. EXISTING AND FUTURE AREA CONDITIONS...................................................................3 A. ROADWAY CHARACTERISTICS............................................................................................... 3 B. EXISTING STUDY AREA.........................................................................................................3 C. PROPOSED SITE IMPROVEMENTS...........................................................................................3 D. EXISTING TRAFFIC VOLUMES.................................................................................................3 III. PROJECT TRAFFIC CHARACTERISTICS..........................................................................7 A. SITE -GENERATED TRAFFIC...................................................................................................7 B. TRIP DISTRIBUTION AND ASSIGNMENT....................................................................................8 C. DEVELOPMENT OF 2023 BACKGROUND TRAFFIC..................................................................... 8 D. DEVELOPMENT OF 2023 TOTAL TRAFFIC................................................................................ 9 E. DEVELOPMENT OF 2028 BACKGROUND AND TOTAL TRAFFIC .................................................... 9 IV. ALL -WAY STOP -CONTROL ANALYSIS............................................................................13 V. TRAFFIC OPERATIONS ANALYSIS.................................................................................15 A. ANALYSIS METHODOLOGY.................................................................................................. 15 B. ANALYSIS RESULTS............................................................................................................ 15 C. 2021 EXISTING TRAFFIC OPERATIONS................................................................................. 16 D. 2023 BACKGROUND TRAFFIC OPERATIONS.......................................................................... 17 E. 2023 BACKGROUND PLUS SITE -GENERATED TRAFFIC OPERATIONS ........................................ 17 F. 2028 BACKGROUND TRAFFIC OPERATIONS.......................................................................... 18 G. 2028 BACKGROUND PLUS SITE -GENERATED TRAFFIC OPERATIONS ........................................ 18 H. INTERNAL SITE TRAFFIC OPERATIONS.................................................................................. 18 I. INTERNAL STACKING DISTANCE........................................................................................... 19 VI. ALTERNATE TRAFFIC OPERATIONS ANALYSIS............................................................20 VII. CONCLUSIONS AND RECOMMENDATIONS...................................................................21 APPENDIXA........................................................................................................................... 22 A. ROADWAY CHARACTERISTICS............................................................................................. 22 APPENDIXB...........................................................................................................................23 A. ANALYSIS METHODOLOGY.................................................................................................. 23 Kimley»>Horn LIST OF EXHIBITS Page ii EXHIBIT 1 : VICINITY MAP...................................................................................................................2 EXHIBIT 2: CONCEPTUAL SITE PLAN...................................................................................................2 EXHIBIT 3: LANE ASSIGNMENTS AND INTERSECTION CONTROL..............................................................6 EXHIBIT 4: 2021 EXISTING TRAFFIC VOLUMES.....................................................................................6 EXHIBIT 5: TRIP DISTRIBUTION AND TRAFFIC ASSIGNMENT.................................................................. 10 EXHIBIT 6: SITE -GENERATED TRAFFIC VOLUMES............................................................................... 10 EXHIBIT 7: 2023 BACKGROUND TRAFFIC VOLUMES............................................................................ 11 EXHIBIT 8: 2023 BACKGROUND PLUS -SITE GENERATED TRAFFIC VOLUMES ......................................... 11 EXHIBIT 9: 2028 BACKGROUND TRAFFIC VOLUMES............................................................................ 12 EXHIBIT 10: 2028 BACKGROUND PLUS -SITE GENERATED TRAFFIC VOLUMES ....................................... 12 LIST OF TABLES TABLE 1 -TRIP GENERATION............................................................................................................8 TABLE 2 - ALL -WAY STOP -CONTROL WARRANT ANALYSIS................................................................ 14 TABLE 3 - TRAFFIC OPERATIONAL RESULTS - WEEKDAY AM PEAK HOUR ........................................... 16 TABLE 4 - TRAFFIC OPERATIONAL RESULTS - WEEKDAY PM PEAK HOUR ........................................... 16 TABLE 5 - TRAFFIC OPERATIONAL RESULTS - ALTERNATIVE AWSC ANALYSIS.....................................20 TABLE 6 - LEVEL OF SERVICE DEFINITIONS.......................................................................................23 Kimley>>> Horn Page iii EXECUTIVE SUMMARY May 2021 Update Note: To address comments provided by the City of Southlake Planning and Zoning Commission, the Mustang Business Park development plan has been updated so that there are no requested exceptions. The building height and stacking space exceptions have been eliminated from the request. April 2021 Update Note: To address comments provided by the City of Southlake, the Mustang Business Park development plan and the accompanying Traffic Impact Analysis were revised. The changes included minor typographical corrections and slight adjustments in signal timings to ensure that the background scenario timing matches the timing for the total traffic scenario. The update also includes explanations throughout the report to address various concerns from the neighboring developments. March 2021 Update Note: To address comments provided by the City of Southlake, the Mustang Business Park development plan and the accompanying Traffic Impact Analysis were revised. The three major areas addressed were site parking concerns, the operation and configuration of the intersection of Mustang Court and Southwestern Street, and the internal traffic operations of the site. The proposed Mustang Business Park development is located northwest of the intersection of Mustang Court and SH 26 in Southlake, Texas. The site is proposed to be built with 341,000 SF of industrial warehousing uses. This study is intended to identify traffic generation characteristics, identify potential traffic related impacts on the local street system, and to develop mitigation measures required for identified impacts. The following existing intersections were selected to be part of this study: ■ SH 26 at Mustang Drive/Mustang Court ■ Southwestern Street at Mustang Court The site will have access to a proposed extension of Mustang Court into the development, and it will have six driveways accessing Mustang Court. Each of these paths converge at the intersection of Southwestern Street and Mustang Court, so this analysis analyzed the intersection of Southwestern Street and Mustang Court in lieu of the individual driveway intersections with Mustang Court. The traffic operations at the driveways will be as good as or better than the operations at the intersection of Southwestern Street and Mustang Court. The site also has emergency access to Woodsey Court. This access point will be gated and will not be used for site traffic. There are not expected to be any queues developing on the property. In both peak hours, the rate of vehicles entering the property is less than one per minute, and the rate of vehicles exiting the property is likewise less than one per minute. The rate of trucks entering and exiting the property is nearly one per six minutes. Each of the site driveways will experience fewer vehicles Kim ey>>> Horn Page iv than the intersection of Southwest Street and Mustang Court, so the low -delay and short -queue operating conditions of Southwest Street can be expected at each of the site driveways. Therefore, there are not expected to be queueing problems at any on -site movement or approach. Each of the driveways along Mustang Court for the Mustang Business Park development meet the required 150' stacking distance. The proposed site plan satisfies the requirement of the City of Southlake. Traffic operations were analyzed at the study intersections for existing volumes, 2023 and 2028 background traffic volumes, and 2023 and 2028 background plus site -generated traffic volumes. The future years correspond to the expected buildout year of the site and a key future study year. Conditions were analyzed for the weekday AM and PM peak hours. The Mustang Business Park development is expected to generate approximately 66 new weekday AM peak hour one-way vehicle trips and 69 new weekday PM peak hour one-way vehicle trips at buildout. The distribution of the site -generated traffic volumes onto the street system was based on the surrounding roadway network, existing traffic patterns, and the project's proposed access locations. Based on the analysis presented in this report, the proposed Mustang Business Park development can be successfully incorporated into the surrounding roadway network. The proposed site driveways provide the appropriate level of access for the development. The site - generated traffic does not have a disproportionate effect on the existing vehicle traffic operations. No improvements to the external roadway network are required for the site. The intersection of Mustang Court and Southwestern Street does not meet All -Way STOP - Control traffic volume warrants with existing or future volumes, so the intersection should be signed as Two -Way STOP -Control. Mustang Court has higher traffic volumes currently and in the future scenarios, so it should be designated as the main road, and Southwestern Street should be STOP -Controlled. Mustang Road also travels over the railroad tracks to the southeast of the intersection, so it is desirable to have the northwestbound approach of Mustang Court be a free, unstopped movement to avoid a situation in which vehicles may queue across the railroad tracks. In response to comments provided by the City of Southlake regarding the amount of proposed parking, the parking totals for the Mustang Business Park development have been revised. The City sets forth its parking requirements in Section 35 of its Land Development Code. The Land Development Code establishes parking minimums but does not limit the number of spaces a development may have. For warehousing uses, the minimum number of required parking spaces is found in Section 35.b(10). The minimum is calculated as 1 space per 1,000 square feet of under -roof industrial area and 1 space per each 300 square feet of under -roof office area. The number of required parking spaces for the Mustang Business Park development is 389 Kimley»>Horn Page v spaces, and the development provides 392 spaces. Therefore, the development as proposed satisfies the parking requirements of the City of Southlake Land Development Code and does not provide significantly more than the code requires. Kimley»>Horn Page 1 I. INTRODUCTION A. Purpose Kimley-Horn was retained to conduct a Traffic Impact Analysis (TIA) of future traffic conditions associated with the development of the Mustang Business Park located northwest of the intersection of Mustang Court and SH 26. A site vicinity map is provided as Exhibit 1. Exhibit 2 shows the proposed conceptual site plan. This study is intended to identify traffic generation characteristics, identify potential traffic related impacts on the local street system, and to develop mitigation measures required for identified impacts. B. Methodology Traffic operations were analyzed at the study intersections for AM and PM peak hours for the following scenarios: ■ 2021 existing traffic ■ 2023 background traffic ■ 2023 background plus site traffic ■ 2028 background traffic ■ 2028 background plus site traffic The capacity analyses were conducted using the SynchroT1 software package and its associated Intersection reports for signalized intersections and Highway Capacity Manual reports for unsignalized intersections. Ov EXHIBIT 1 Vicinity Map EXHIBIT 2 Conceptual Site Plan LEGEND: O = Study Intersection North t Not To Scale North t Not To Scale Kim1ey>)>Horn Kimley»>Horn II. EXISTING AND FUTURE AREA CONDITIONS A. Roadway Characteristics The following signalized intersection was evaluated as part of this study: ■ SH 26 at Mustang Drive/Mustang Court The following unsignalized intersection was evaluated as part of this study: ■ Southwestern Street at Mustang Court Page 3 The major study area roadways are described in Appendix A. Exhibit 3 illustrates the intersection geometry used for the traffic analysis. B. Existing Study Area The property is zoned as Light Industrial, and the Future Land Use is designated as Industrial. The property is currently undeveloped. C. Proposed Site Improvements The development as proposed includes 341,000 SF of industrial warehousing uses. As shown in Exhibit 3, the site has one access point to the external street network. Mustang Court will be extended through the site, and there will be six driveways which access Mustang Court, but all will feed into the intersection of Mustang Court and Southwestern Street. Mustang Court will be a private street northwest of Southwestern Street. Intersection sight distance at the proposed driveways will be acceptable, with each on relatively the flat, straight, and low -speed segment of Mustang Court that runs through the site. The development has an emergency access point to Woodsey Court. This access point will be gated and will not be used for site traffic. D. Existing Traffic Volumes 24-hour machine counts were collected near the site on SH 26. The raw count sheets, as well as a comparison between the 24-hour volumes collected and previous 24-hour counts, are provided in Volume 2 of this report. The heavy vehicle percentages were included with the traffic counts and used for this analysis. Where site generated traffic was present, the heavy vehicle percentages were adjusted accordingly, as explained later in this report. The 24-hour count showed the daily volume on the roadway link as follows: • SH 26: 28,869 vehicles per day (vpd), 30% lower than the 2019 traffic volumes taken at the same location Kimley»>Horn Page 4 Due to the lowered traffic volumes due to the circumstances surrounding COVID-19, the peak hours of the traffic counts along SH 26 and Mustang Court/Drive were compared to find an appropriate adjustment factor. ■ SH 26 NB • 2019 TxDOT Traffic Counts ■ AM peak hour: 2,914 vehicles ■ PM peak hour: 1,485 vehicles • 2021 Traffic Volumes ■ AM peak hour: 1,568 vehicles ■ PM peak hour: 1,057 vehicles • Adjustment Factors ■ AM peak hour: 2,914/1,568 = 1.86 (86% increase) ■ PM peak hour: 1,485/1,057 = 1.40 (40% increase) ■ SH26SB • 2019 TxDOT Traffic Counts ■ AM peak hour: 869 vehicles ■ PM peak hour: 2,383 vehicles • 2021 Traffic Volumes ■ AM peak hour: 848 vehicles ■ PM peak hour: 1,706 vehicles • Adjustment Factors ■ AM peak hour: 869/848 = 1.02 (2% increase) ■ PM peak hour: 2,383/1,706 = 1.40 (40% increase) ■ Mustang Court (both directions) • 2019 TxDOT Traffic Counts ■ AM peak hour: 89 vehicles ■ PM peak hour: 77 vehicles • 2021 Traffic Volumes ■ AM peak hour: 41 vehicles ■ PM peak hour: 26 vehicles • Adjustment Factors ■ AM peak hour: 89/41 = 2.17 (117% increase) ■ PM peak hour: 77/26 = 2.96 (196% increase) ■ Mustang Drive (WB) • 2019 TxDOT Traffic Counts ■ AM peak hour: 465 vehicles ■ PM peak hour: 631 vehicles • 2021 Traffic Volumes ■ AM peak hour: 374 vehicles ■ PM peak hour: 400 vehicles Kim ey>>> Horn Page 5 • Adjustment Factors ■ AM peak hour: 465/374= 1.24 (24% increase) ■ PM peak hour: 631/400 = 1.58 (58% increase) Exhibit 4 shows the existing weekday AM and PM peak hour traffic volumes, adjusted to account for the impact of COVID-19 on traffic volumes. 2 Mustang Court festbound right -turn Austang Drive to SH channelized, which des an informal 50' storage bay. Mustang Drive LEGEND: (4)=Signalized * =Turn Bay North Intersection EXHIBIT 3 STOP = Stop -Controlled = Driveway Lanes or Approach Off -Site Improvements Lane Assignment and Intersection Control =Travel Lane TWLTL =Two-Wa Left Turn Lane Not To Scale o 'm c a� N o The traffic volumes at the WB E The traffic volumes at the SIB approach of Mustang Drive �? approach of SH 26 were increased u were increased by 24% in the 3 by 2% in the AM peak hour and by " AM peak hour and by 58% in w 40% in the PM peak hour. N the PM peak hour. o' 2 to (6) (50) I 26 (15) 22(6) Mustang Court 4 26 (3) (6) The traffic volumes at the EB approach of Mustang Court and at the intersection of Mustang Court and Southwestern Street were increased by 117% in the AM peak hour and by 196% in the PM peak hour. EXHIBIT 4 2021 Adjusted Existing Traffic Volumes v 16 541 123 159 (169) (7) (2020) (207) a 0 (5) 1 � 306 (457) v Mustang Drive 28 (30) =�) I U U U 4 (12) => 15 2267 730 0 (0) '�, 1 (6) (1019) (344) The traffic volumes at the NB approach of SH 26 were increased by 86% in the AM peak hour and by 40% in the PM peak hour. LEGEND: X (Y) X= Weekday AM Peak Hour Turning Movements North Y = Weekday PM Peak Hour Turning Movements Volumes may not sum from point to point due to rounding 1� and resence of smaller drivewa not included in anal sis. \ Not To Scale Kimley,i) Horn Kim ey>>> Horn Page 7 III. PROJECT TRAFFIC CHARACTERISTICS A. Site -Generated Traffic Site -generated traffic estimates are determined through a process known as trip generation. Rates and equations are applied to the proposed land use to estimate traffic generated by the development during a specific time interval. The acknowledged source for trip generation rates is the 101h edition of Trip Generation Manual published by the Institute of Transportation Engineers (ITE). ITE has established trip rates in nationwide studies of similar land uses. The trips indicated are actually one-way trips or trip ends, where one vehicle entering and exiting the site is counted as one inbound trip and one outbound trip. The Mustang Business Park is intended to be leased to industrial warehousing clients. Among uses found in the ITE Trip Generation Manual, Warehousing (Land Use Code 150) most closely matches the intended leasing clients. Other related uses would be General Light Industrial (Land Use Code 110) and Industrial Park (Land Use Code 130). General Light Industrial, as defined by the Trip Generation Manual, has an emphasis on industrial activity, not warehouse storage, and includes uses such as "printing, material testing, and assembly of data processing equipment." This does not match the intended warehousing clients that the Mustang Business Park is being built to attract. Industrial Park is described as "characterized by a mix of manufacturing, service, and warehouse facilities... Many industrial parks contain highly diversified facilities". While warehousing is listed among the various activities of the Industrial Park category, this site is intended to be rather homogenous in its focus on warehousing, and there is not expected to be the variety of other uses that would be expected in an Industrial Park development. The Warehousing category is defined as "primarily devoted to the storage of materials, but it may also include office and maintenance areas." This is the closest match to the intended clientele of the Mustang Business Park development. Therefore, the Warehousing category (Land Use Code 150) was used to generate traffic for the proposed site. No reductions were taken for pass -by trips, internal capture, or multimodal use. Table 1 shows the resulting daily and weekday AM and PM peak hour trip generation for the proposed development, showing new external trips. Kimley»>Horn Table 1 — Trin Generation Page 8 Land Uses Amount Units ITE Code Daily One -Way Trips AM Peak Hour One -Way Trips PM Peak Hour One -Way Trips IN OUT TOTAL IN OUT TOTAL Warehousing 341,000 SF 150 584 51 15 66 19 50 69 Development Totals Truck Trips (20% of Total Trips):1 117 1 10 1 3 1 13 1 4 1 10 1 14 Passenger Vehicle Trips: 467 1 41 1 12 1 53 1 15 1 40 1 55 Trip Generation rates based on ITE's Trip Generation Manual, 101" Edition. Heavy Vehicle Percentages based on ITE's Trip Generation Handbook, 3rd Edition The heavy vehicle percentage for Warehousing uses, according to ITE, is 20%. The heavy vehicle percentage for each movement at the study intersections was calculated using a weighted average between the site -generated (SG below) traffic and the traffic volumes and heavy vehicle percentages from the background scenarios (BG below), which are known from the existing traffic counts. Total Volume HV% = (BG Traffic Volume) * (BG HV%) + (SG Volume) * (Site HV%) BG Traffic Volume + SG Volume B. Trip Distribution and Assignment The distribution of the site -generated traffic volumes in to and out of the site driveways and onto the street system was based on the area street system characteristics, existing traffic patterns, relative land use density, and the locations of the proposed driveway access to/from the site. The corresponding inbound and outbound traffic assignment, where the directional distribution is applied using the most probable paths to and from the site, can be found in Exhibit 5. Exhibit 6 shows the resulting site -generated weekday AM and weekday PM peak hour turning movements after multiplying the new external trip generation by the respective traffic assignment percentages. C. Development of 2023 Background Traffic In order to obtain 2023 background traffic, the existing traffic counts and historic counts near the site were compared to find expected growth trends within the study area. Based on the recent growth in the area, an annual growth rate of 5% was assumed for the background traffic through 2023. To calculate the 2023 background traffic, the existing 2021 traffic counts were grown by 5% annually for two years. The resulting 2023 background weekday AM and PM peak hour traffic volumes are shown in Exhibit 7. Kimley»>Horn Page 9 D. Development of 2023 Total Traffic Site traffic volumes were added to the background volumes to represent the estimated total (background plus site -generated) traffic conditions for the 2023 study year after completion of the proposed development. Exhibit 8 shows the resulting 2023 weekday AM and PM peak hour total traffic volumes. E. Development of 2028 Background and Total Traffic The background and total traffic volumes in the 2028 study year were calculated in a similar manner to the 2023 traffic volumes by adding five years of 3% growth over the 2023 background volumes. Exhibit 9 shows the resulting 2028 weekday AM and PM peak hour background traffic volumes, and Exhibit 10 shows the resulting 2028 weekday AM and PM peak hour total traffic volumes after the addition of the site -generated traffic. Mustang Court EXHIBIT 5 Trip Distribution and Traffic Assignment Mustang Court EXHIBIT 6 Site -Generated Traffic Volumes Mustang Drive LEGEND: X% (Y%) X%= Percentage of Inbound Site -Generated Traffic North (Y%) = Percentage of Outbound Site -Generated Traffic Not To Scale Mustang Drive LEGEND: X (Y) X= Weekday AM Peak Hour Turning Movements North Y = Weekday PM Peak Hour Turning Movements Volumes may not sum from point to point due to rounding 1� and resen. of smaller drivewa not included in anal sis. \ Not To Scale Kim Iey,1>>Horn o a y 0 0 0 U) c o y w tm O N 2 0 14 20 596 136 175 (186) (7) (55) 29 (17) (8) (2227) (228) a 0 (6) �J V 24 (7) Mustang Court 337 (504) Mustang Drive 31 7 7 77 4 29 (33) 4 (13) => 17 2499 805 (3) (7) 0 (0) (7) (1123) (379) LEGEND: X (Y) X= Weekday AM Peak Hour Turning Movements North Y = Weekday PM Peak Hour Turning Movements EXHIBIT7 Volumes may not sum from point to point due to rounding 1� and resence of smaller drivewa not included in anal yals. \ 2023 Background Traffic Volumes Not To Scale (0)(7) ( ( ) 51 (19) CjJ � 24 (7) Mustang Court 0 7 7 (0) 15() 0 (0) =� (0) (3) (7) EXHIBIT 8 2023 Background Plus Site -Generated Traffic Volumes 43 596 136 175 (186) (17) (2227) (228) a 18 (13) �J v 337 (504) 38 (56) 9(31) � 27 2499 Mustang Drive 805 3 (10) (11) (1123) (379) LEGEND: X (Y) X= Weekday AM Peak Hour Turning Movements North Y = Weekday PM Peak Hour Turning Movements Volumes may not sum from point to point due to rounding 1� and resence of smaller drivewa not included in anal sis. \ Not To Scale Kim Iey,1>>Horn o a y 0 0 0 U) c o y w t� O N 2 0 17 23 691 157 203 (216) (8) (64) 33 (19) (9) (2582) (265) a 0 (6) V v V 28 (8) Mustang Court 391 (584) Mustang Drive 36 7 7 77 5 33 (38) 5 (15) => 19 2897 933 (4) (8) 0 (0) (8) (1302) (440) LEGEND: X (Y) X= Weekday AM Peak Hour Turning Movements North Y = Weekday PM Peak Hour Turning Movements EXHIBIT9 Volumes may not sum from point to point due to rounding 1� and resence of smaller drivewa not included in anal yals. \ 2028 Background Traffic Volumes Not To Scale (0) (8) (64) ( ) 51 (19) V/� 28 (6) Mustang Court 0 7 7 (0) 15() 0 (0) =� (0) (4) (8) EXHIBIT 10 2028 Background Plus Site -Generated Traffic Volumes 46 691 157 203 (216) (18) (2582) (265) a 18 (13) V v V 391 (584) 43 (61) 10(33) � 29 2897 Mustang Drive 933 3 (10) '�, (12) (1302) (440) LEGEND: X (Y) X= Weekday AM Peak Hour Turning Movements North Y = Weekday PM Peak Hour Turning Movements Volumes may not sum from point to point due to rounding 1� and resence of smaller drivewa not included in anal sis. \ Not To Scale Kim Iey,1>>Horn Date Began: 1 /20/2021 1600 1400 1200 1000 w j 800 J O 600 400 200 0 NB SH 26 South of Mustang Drive TIME 0:00 0:15 0:30 0:45 TOTAL 0:00 8 7 7 3 25 1:00 1 6 3 2 12 2:00 5 6 5 3 19 3:00 4 12 9 13 38 4:00 8 14 26 50 98 5:00 48 75 110 115 348 6:00 157 180 246 237 820 7:00 308 335 430 427 1500 8:00 350 361 320 280 1311 9:00 235 231 238 213 917 10:00 214 182 216 196 808 11:00 222 194 235 214 865 12:00 230 206 216 222 874 13:00 218 212 210 201 841 14:00 218 220 210 230 878 15:00 286 239 286 246 1057 16:00 280 210 256 236 982 17:00 244 250 230 214 938 18:00 175 210 166 135 686 19:00 140 122 106 114 482 20:00 84 87 76 72 319 21:00 64 64 44 42 214 22:00 44 31 27 21 123 23:00 12 14 13 11 50 TOTAL: 14,205 The A.M. peak hour from 7:30 to 8:30 is 1,568 The P.M. peak hour from 15:00 to 16:00 is 1,057 00 00 00 00 00 00 00 00 00 00 00 00 00 0p ,p 00 00 00 00 ,p 00 00 00 00 TIME Date Began: 1 /26/2021 1800 1600 1400 1200 W1000 J 0800 600 400 200 0 SB SH 26 South of Mustang Drive TIME 0:00 0:15 0:30 0:45 TOTAL 0:00 11 9 12 8 40 1:00 9 7 9 13 38 2:00 8 8 3 7 26 3:00 11 2 10 9 32 4:00 10 5 8 16 39 5:00 11 27 24 34 96 6:00 46 60 87 103 296 7:00 122 139 201 223 685 8:00 230 194 192 194 810 9:00 164 182 163 176 685 10:00 158 168 174 186 686 11:00 156 184 212 167 719 12:00 242 231 228 270 971 13:00 215 237 202 226 880 14:00 232 272 316 272 1092 15:00 294 352 312 328 1286 16:00 428 410 421 385 1644 17:00 448 427 446 349 1670 18:00 358 290 270 218 1136 19:00 221 203 191 152 767 20:00 119 130 109 77 435 21:00 104 90 84 78 356 22:00 56 46 47 34 183 23:00 31 20 25 16 92 TOTAL: 14,664 The A.M. peak hour from 7:30 to 8:30 is 848 The P.M. peak hour from 16:45 to 17:45 is 1,706 00 00 00 00 00 00 00 00 00 00 00 00 00 0p ,p 00 00 00 00 ,p 00 00 00 00 TIME 1. Mustang Drive/Court at SH 26 (Ira E Woods... - TMC Wed Jan 20, 2021 Full Length (7 AM-9 AM, 4 PM-6 PM) All Classes (Lights, Articulated Trucks, Buses and Single -Unit Trucks, Pedestrians, Bicycles on Crosswalk) All Movements ID: 809087, Location: 32.91909,-97.11909 CJ Hens Assoclat Provided by: C. J. Hensch & Associates Inc. 5215 Sycamore Ave., Pasadena, TX, 77503, US Leg Direction Mustang Court Eastbound Mustang Drive Westbound SH 26 (Ira E Woods Avenue) Northbound SH 26 (Ira E Woods Avenue) Southbound Time L T R U App Ped* L T R U App Ped* L T R U App Ped* L T R U App Ped* Int 2021-01-20 7:OOAM 3 0 0 0 3 0 30 0 31 0 61 0 2 236 58 1 297 0 23 83 2 1 109 0 470 7:15AM 1 1 0 0 2 0 46 1 26 0 73 0 0 251 95 2 348 0 36 91 5 0 132 0 555 7:30AM 2 1 0 0 3 0 59 0 38 0 97 0 1 354 101 0 456 0 27 119 5 0 151 0 707 7:45AM 3 1 0 0 4 0 69 0 32 0 101 0 0 301 99 1 401 0 27 162 7 2 198 0 704 Hourly Total 9 3 0 0 12 0 204 1 127 0 332 0 3 1142 353 4 1502 0 113 455 19 3 590 0 2436 8:OOAM 2 0 0 0 2 0 67 0 31 0 98 0 0 304 89 3 396 0 23 128 3 1 155 0 651 8:15AM 6 0 0 0 6 0 51 0 27 0 78 0 2 261 104 1 368 0 39 119 3 1 162 0 614 8:30AM 6 0 0 0 6 0 89 1 37 0 127 0 0 253 80 2 335 0 26 134 1 1 162 0 630 8:45AM 2 0 0 0 2 0 53 1 26 0 80 0 2 224 64 1 291 0 15 146 1 1 163 0 536 Hourly Total 16 0 0 0 16 0 260 2 121 0 383 0 4 1042 337 7 1390 0 103 527 8 4 642 0 2431 4:OOPM 5 4 0 0 9 0 92 0 41 0 133 0 0 190 76 1 267 0 46 353 1 2 402 0 811 4:15PM 2 2 0 0 4 0 96 0 42 0 138 0 0 150 56 0 206 0 38 327 4 1 370 0 718 4:30PM 2 1 0 0 3 0 77 0 32 0 109 0 0 180 63 0 243 0 33 360 1 0 394 0 749 4:45PM 3 0 0 0 3 0 76 1 24 0 101 0 0 150 61 1 212 0 40 318 3 0 361 0 677 Hourly Total 12 7 0 0 19 0 341 1 139 0 481 0 0 670 256 2 928 0 157 1358 9 3 1527 0 2955 5:00PM 4 0 0 0 4 0 68 2 29 0 99 0 0 197 65 2 264 0 35 429 0 1 465 0 832 S:15PM 1 3 0 0 4 0 69 0 22 0 91 0 0 198 56 1 255 0 39 339 1 0 379 0 729 5:30PM 1 2 0 0 3 0 57 0 25 0 82 0 2 166 62 1 231 0 40 370 0 3 413 0 729 5:45PM 1 0 0 0 1 0 68 0 33 0 101 0 0 168 52 1 221 0 31 281 1 0 313 0 636 Hourly Total 7 5 0 0 12 0 262 2 109 0 373 0 2 729 235 5 971 0 145 1419 2 4 1570 0 2926 Total 44 15 0 0 59 0 1067 6 496 0 1569 0 9 3583 1181 18 4791 0 518 3759 38 14 4329 0 10748 % Approach 74.6% 25.4% 0% 0% - - 68.0% 0.4% 31.6% 0% - - 0.2% 74.8% 24.7% 0.4% - - 12.0% 86.8% 0.9% 0.3% - - % Total 0.4% 0.1% 0% 0% 0.5% 9.9% 0.1% 4.6% 0% 14.6% 0.1% 33.3% 11.0% 0.2% 44.6% 4.8% 35.0% 0.4% 0.1% 40.3% - Lights 6 14 0 0 20 1047 6 485 0 1538 6 3532 1142 18 4698 510 3721 4 14 4249 10505 % Lights 13.6% 93.3% 0% 0% 33.9% 98.1% 100% 97.8% 0% 98.0% 66.7% 98.6% 96.7% 100% 98.1% 98.5% 99.0% 10.5% 100% 98.2% 97.7% Articulated Trucks 34 1 0 0 35 3 0 0 0 3 3 20 1 0 24 0 8 32 0 40 102 % Articulated Trucks 77.3% 6.7% 0% 0% 59.3% 0.3% 0% 0% 0% 0.2% 33.3% 0.6% 0.1% 0% 0.5% 0% 0.2% 84.2% 0% 0.9% 0.9% Buses and Single -Unit Trucks 4 0 0 0 4 17 0 11 0 28 0 31 38 0 69 8 30 2 0 40 141 % Buses and Single -Unit Trucks 9.1% 0% 0% 0% 6.8% 1.6% 0% 2.2% 0% 1.8% 0% 0.9% 3.2% 0% 1.4% 1.5% 0.8% 5.3% 0% 0.9% 1.3% Pedestrians - 0 - - 0 - - - - - 0 - - - - - 0 % Pedestrians Bicycles on Crosswalk 0 0 0 0 % Bicycles on Crosswalk - - - - *Pedestrians and Bicycles on Crosswalk. L: Left, R: Right, T: Thru, U: U-Turn 1 of 6 1. Mustang Drive/Court at SH 26 (Ira E Woods... - TMC Wed Jan 20, 2021 AM Peak (7:30 AM - 8:30 AM) All Classes (Lights, Articulated Trucks, Buses and Single -Unit Trucks, Pedestrians, Bicycles on Crosswalk) All Movements ID: 809087, Location: 32.91909,-97.11909 CJ Hens Assoc>at Provided by: C. J. Hensch & Associates Inc. 5215 Sycamore Ave., Pasadena, TX, 77503, US Leg Direction Mustang Court Eastbound Mustang Drive Westbound SH 26 (Ira E Woods Avenue) Northbound SH 26 (Ira E Woods Avenue) Southbound Time L T R U App Ped* L T R U App Ped* L T R U App Ped* L T R U App Ped* Int 2021-01-20 7:30AM 2 1 0 0 3 0 59 0 38 0 97 0 1 354 101 0 456 0 27 119 5 0 151 0 707 7:45AM 3 1 0 0 4 0 69 0 32 0 101 0 0 301 99 1 401 0 27 162 7 2 198 0 704 8:00AM 2 0 0 0 2 0 67 0 31 0 98 0 0 304 89 3 396 0 23 128 3 1 155 0 651 8:15AM 6 0 0 0 6 0 51 0 27 0 78 0 2 261 104 1 368 0 39 119 3 1 162 0 614 Total 13 2 0 0 15 0 246 0 128 0 374 0 3 1220 393 5 1621 0 116 528 18 4 666 0 2676 % Approach 86.7% 13.3% 0% 0% - - 65.8% 0% 34.2% 0% - - 0.2% 75.3% 24.2% 0.3% - - 17.4% 79.3% 2.7% 0.6% - - - %Total 0.5% 0.1% 0% 0% 0.6% 9.2% 0% 4.8% 0% 14.0% 0.1% 45.6% 14.7% 0.2% 60.6% 4.3% 19.7% 0.7% 0.1% 24.9% - PHE 0.542 0.500 - - 0.625 0.891 - 0.842 - 0.926 0.375 0.862 0.945 0.417 0.889 0.744 0.815 0.643 0.500 0.841 0.946 Lights 0 1 0 0 1 239 0 122 0 361 3 1204 375 5 1587 115 513 2 4 634 2583 % Lights 0% 50.0% 0% 0% 6.7% 97.2% 0% 95.3% 0% 96.5% 100% 98.7% 95.4% 100% 97.9% 99.1% 97.2% 11.1% 100% 95.2% 96.5% Articulated Trucks 12 1 0 0 13 1 0 0 0 1 0 9 1 0 10 0 0 15 0 15 39 % Articulated Trucks 92.3% 50.0% 0% 0% 86.7% 0.4% 0% 0% 0% 0.3% 0% 0.7% 0.3% 0% 0.6% 0% 0% 83.3% 0% 2.3% 1.5% Buses and Single -Unit Trucks 1 0 0 0 1 6 0 6 0 12 0 7 17 0 24 1 15 1 0 17 54 % Buses and Single -Unit Trucks 7.7% 0% 0% 0% 6.7% 2.4% 0% 4.7% 0% 3.2% 0% 0.6% 4.3% 0% 1.5% - 0.9% 2.8% 5.6% 0% 2.6% 2.0% Pedestrians - 0 0 - - - - - 0 - - - - - 0 % Pedestrians - - - - - Bicycles on Crosswalk 0 01 01 0 Bicycles on Crosswalk - - I - I - - *Pedestrians and Bicycles on Crosswalk. L: Left, R: Right, T: Thru, U: U-Turn 3 of 6 1. Mustang Drive/Court at SH 26 (Ira E Woods... - TMC Wed Jan 20, 2021 PM Peak (4:30 PM - 5:30 PM) - Overall Peak Hour All Classes (Lights, Articulated Trucks, Buses and Single -Unit Trucks, Pedestrians, Bicycles on Crosswalk) All Movements ID: 809087, Location: 32.91909,-97.11909 Vjens& iat Provided by: C. J. Hensch & Associates Inc. 5215 Sycamore Ave., Pasadena, TX, 77503, US Leg Direction Mustang Court Eastbound Mustang Drive Westbound SH 26 (Ira E Woods Avenue) Northbound SH 26 (Ira E Woods Avenue) Southbound Time L T R U App Ped* L T R U App Ped* L T R U App Ped* L T R U App Ped* Int 2021-01-20 4:30PM 2 1 0 0 3 0 77 0 32 0 109 0 0 180 63 0 243 0 33 360 1 0 394 0 749 4:45PM 3 0 0 0 3 0 76 1 24 0 101 0 0 150 61 1 212 0 40 318 3 0 361 0 677 S:OOPM 4 0 0 0 4 0 68 2 29 0 99 0 0 197 65 2 264 0 35 429 0 1 465 0 832 5:15PM 1 3 0 0 4 0 69 0 22 0 91 0 0 198 56 1 255 0 39 339 1 0 379 0 729 Total 10 4 0 0 14 0 290 3 107 0 400 0 0 725 245 4 974 0 147 1446 5 1 1599 0 2987 % Approach 71.4% 28.6% 0% 0% - - 72.5% 0.8% 26.8% 0% - - 0% 74.4% 25.2% 0.4% - - 9.2% 90.4% 0.3% 0.1% - - - % Total 0.3% 0.1% 0% 0% 0.5% 9.7% 0.1% 3.6% 0% 13.4% 0% 24.3% 8.2% 0.1% 32.6% 4.9% 48.4% 0.2% 0% 53.5% - PHF 0.625 0.333 - - 0.875 0.942 0.375 0.836 - 0.917 - 0.915 0.942 0.500 0.922 0.919 0.843 0.417 0.250 0.860 0.898 Lights 3 4 0 0 7 288 3 106 0 397 0 716 239 4 959 147 1442 1 1 1591 2954 % Lights 30.0% 100% 0% 0% 50.0% 99.3% 100% 99.1% 0% 99.3% 0% 98.8% 97.6% 100% 98.5% 100% 99.7% 20.0% 100% 99.5% 98.9% Articulated Trucks 6 0 0 0 6 1 0 0 0 1 0 0 0 0 0 0 2 3 0 5 12 %Articulated Trucks 60.0% 0% 0% 0% 42.9% 0.3% 0% 0% 0% 0.3% -0% 0% 0% 0% 0% 0% 0.1% 60.0% 0% 0.3% 0.4% Buses and Single -Unit Trucks 1 0 0 0 1 1 0 1 0 2 - 0 9 6 0 15 0 2 1 0 3 21 % Buses and Single -Unit Trucks 10.0% 0% 0% 0% 7.1% 0.3% 0% 0.9% 0% 0.5% -0% 1.2% 2.4% 0% 1.5% 0% 0.1% 20.0% 0% 0.2% 0.7% Pedestrians - 0 - - 0 - - - - - 0 - 0 % Pedestrians - - - - - Bicycles on Crosswalk 0 0 0 0 Bicycles on Crosswalk - - - - - *Pedestrians and Bicycles on Crosswalk. L: Left, R: Right, T: Thru, U: U-Turn 5 of 6 2. Mustang Court at Southwestern Boulevard - TMC Wed Jan 20, 2021 Full Length (7 AM-9 AM, 4 PM-6 PM) All Classes (Lights, Articulated Trucks, Buses and Single -Unit Trucks, Pedestrians, Bicycles on Crosswalk) All Movements ID: 809088, Location: 32.920022,-97.11994 CJ Hens Assoc><at Provided by: C. J. Hensch & Associates Inc. 5215 Sycamore Ave., Pasadena, TX, 77503, US Leg Direction Mustang Court Westbound Southwestern Boulevard Northbound Southwestern Boulevard Southbound Time L R U App Ped* T R U App Ped* L T U App Ped* Int 2021-01-20 7:OOAM 2 2 0 4 0 0 1 0 1 0 2 1 0 3 0 8 7:15AM 4 2 0 6 0 0 1 0 1 0 1 2 0 3 0 10 7:30AM 2 4 0 6 0 0 3 0 3 0 0 0 0 0 0 9 7:45AM 5 3 0 8 0 1 3 0 4 0 1 0 0 1 0 13 Hourly Total 13 11 0 24 0 1 8 0 9 0 4 3 0 7 0 40 8:OOAM 2 1 0 3 0 1 1 0 2 0 1 0 0 1 0 6 8:15AM 1 4 0 5 0 0 5 0 5 0 4 0 0 4 0 14 8:30AM 0 1 0 1 0 1 1 0 2 0 3 0 0 3 0 6 8:45AM 1 3 0 4 0 0 1 0 1 0 1 0 0 1 0 6 Hourly Total 4 9 0 13 0 2 8 0 10 0 9 0 0 9 0 32 4:OOPM 0 1 0 1 0 1 1 0 2 0 8 1 0 9 0 12 4:15PM 1 3 0 4 0 0 0 0 0 0 4 0 0 4 0 8 4:30PM 0 0 0 0 0 0 0 0 0 0 3 1 0 4 0 4 4:45PM 1 1 0 2 0 0 1 0 1 0 2 0 0 2 0 5 Hourly Total 2 5 0 7 0 1 2 0 3 0 17 2 0 19 0 29 5:OOPM 0 0 0 0 0 2 1 0 3 0 0 0 0 0 0 3 5:15PM 0 1 0 1 0 0 0 0 0 0 2 1 0 3 0 4 5:30PM 0 1 0 1 0 0 1 0 1 0 2 0 0 2 0 4 5:45PM 0 1 0 1 0 0 0 0 0 0 1 0 0 1 0 2 Hourly Total 0 3 0 3 0 2 2 0 4 0 5 1 0 6 0 13 Total 19 28 0 47 0 6 20 0 26 0 35 6 0 41 0 114 % Approach 40.4% 59.6% 0% - - 23.1% 76.9% 0% - - 85.4% 14.6% 0% - - - %Total 16.7% 24.6% 0% 41.2% 5.3% 17.5% 0% 22.8% 30.7% 5.3% 0% 36.0% - Lights 1 9 0 10 5 2 0 7 15 6 0 21 38 % Lights 5.3% 32.1% 0% 21.3% 83.3% 10.0% 0% 26.9% 42.9% 100% 0% 51.2% 33.3% Articulated Trucks 16 19 0 35 0 17 0 17 18 0 0 18 70 % Articulated Trucks 84.2% 67.9% 0% 74.5% 0% 85.0% 0% 65.4% 51.4% 0% 0% 43.9% 61.4% Buses and Single -Unit Trucks 2 0 0 2 1 1 0 2 2 0 0 2 6 % Buses and Single -Unit Trucks 10.5% 0% 0% 4.3% 16.7% 5.0% 0% 7.7% 5.7% 0% 0% 4.9% 5.3% Pedestrians - - - - 0 - - - - 0 - - - - 0 % Pedestrians - - - - Bicycles on Crosswalk 0 0 0 % Bicycles on Crosswalk - - *Pedestrians and Bicycles on Crosswalk. L: Left, R: Right, T: Thru, U: U-Turn 1 of 6 2. Mustang Court at Southwestern Boulevard - TMC Wed Jan 20, 2021 AM Peak (7:30 AM - 8:30 AM) - Overall Peak Hour All Classes (Lights, Articulated Trucks, Buses and Single -Unit Trucks, Pedestrians, Bicycles on Crosswalk) All Movements ID: 809088, Location: 32.920022,-97.11994 CJ Hens Assoclat Provided by: C. J. Hensch & Associates Inc. 5215 Sycamore Ave., Pasadena, TX, 77503, US Leg Direction Mustang Court Westbound Southwestern Boulevard Northbound Southwestern Boulevard Southbound Time L R U App Ped* T R U App Ped* L T U App Ped* Int 2021-01-20 7:30AM 2 4 0 6 0 0 3 0 3 0 0 0 0 0 0 9 7:45AM 5 3 0 8 0 1 3 0 4 0 1 0 0 1 0 13 8:OOAM 2 1 0 3 0 1 1 0 2 0 1 0 0 1 0 6 8:15AM 1 4 0 5 0 0 5 0 5 0 4 0 0 4 0 14 Total 10 12 0 22 0 2 12 0 14 0 6 0 0 6 0 42 %Approach 45.5% 54.5% 0% - - 14.3% 85.7% 0% - - 100% 0% 0% - - - %Total 23.8% 28.6% 0% 52.4% 4.8% 28.6% 0% 33.3% 14.3% 0% 0% 14.3% - PHP 0.500 0.750 - 0.688 0.500 0.600 - 0.700 0.375 - - 0.375 0.750 Lights 1 4 0 5 1 1 0 2 1 0 0 1 8 %Lights 10.0% 33.3% 0% 22.7% 50.0% 8.3% 0% 14.3% 16.7% 0% 0% 16.7% 19.0% Articulated Trucks 7 8 0 15 0 11 0 11 3 0 0 3 29 % Articulated Trucks 70.0% 66.7% 0% 68.2% 0% 91.7% 0% 78.6% 50.0% 0% 0% 50.0% 69.0% Buses and Single -Unit Trucks 2 0 0 2 1 0 0 1 2 0 0 2 5 % Buses and Single -Unit Trucks 20.0% 0% 0% 9.1% 50.0% 0% 0% 7.1% 33.3% 0% 0% 33.3% 11.9% Pedestrians - - - - 0 - - - - 0 - - - - 0 % Pedestrians - - - - Bicycles on Crosswalk 0 0 0 % Bicycles on Crosswalk *Pedestrians and Bicycles on Crosswalk. L: Left, R: Right, T: Thru, U: U-Turn 3 of 6 2. Mustang Court at Southwestern Boulevard - TMC Wed Jan 20, 2021 PM Peak (4 PM - 5 PM) All Classes (Lights, Articulated Trucks, Buses and Single -Unit Trucks, Pedestrians, Bicycles on Crosswalk) All Movements ID: 809088, Location: 32.920022,-97.11994 CJ Hens Associat Provided by: C. J. Hensch & Associates Inc. 5215 Sycamore Ave., Pasadena, TX, 77503, US Leg Direction Mustang Court Westbound Southwestern Boulevard Northbound Southwestern Boulevard Southbound Time L R U App Ped* T R U App Ped* L T U App Ped* Int 2021-01-20 4:OOPM 0 1 0 1 0 1 1 0 2 0 8 1 0 9 0 12 4:15PM 1 3 0 4 0 0 0 0 0 0 4 0 0 4 0 8 4:30PM 0 0 0 0 0 0 0 0 0 0 3 1 0 4 0 4 4:45PM 1 1 0 2 0 0 1 0 1 0 2 0 0 2 0 5 Total 2 5 0 7 0 1 2 0 3 0 17 2 0 19 0 29 % Approach 28.6% 71.4% 0% - - 33.3% 66.7% 0% - - 89.5% 10.5% 0% - - - %Total 6.9% 17.2% 0% 24.1% 3.4% 6.9% 0% 10.3% 58.6% 6.9% 0% 65.5% - PHF 0.500 0.417 - 0.438 0.250 0.500 - 0.375 0.531 0.500 - 0.528 0.604 Lights 0 0 0 0 1 0 0 1 9 2 0 11 12 % Lights 0% 0% 0% 0% 100% 0% 0% 33.3% 52.9% 100% 0% 57.9% 41.4% Articulated Trucks 2 5 0 7 0 2 0 2 8 0 0 8 17 % Articulated Trucks 100% 100% 0% 100% 0% 100% 0% 66.7% 47.1% 0% 0% 42.1% 58.6% Buses and Single -Unit Trucks 0 0 0 0 0 0 0 0 0 0 0 0 0 % Buses and Single -Unit Trucks 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% - 0% Pedestrians - - - - 0 - - - - 0 - - - - 0 % Pedestrians - - - - Bicycles on Crosswalk 0 0 0 % Bicycles on Crosswalk - - - - *Pedestrians and Bicycles on Crosswalk. L: Left, R: Right, T: Thru, U: U-Turn 5 of 6 Constellation Southlake Warehouse Development SH 26 / Mustang Court Southlake, Texas Appendix C August 18, 2023 AVO 54443 Turning Movement Traffic Volume Exhibits -C- :'a: haLffm Z z OLU Wa W� J w G, 0 300 600 900 1200 mZo J � ~ 8 Lou ui o� SCALE: 1" 600' o� LU W N N LEGEND ■■■ ^_ o O r'q<e ■■■ MEN Z U) W EXISTING SIGNALIZED INTERSECTION O Q EXISTING TWO-WAY STOP CONTROL O O INTERSECTION O � LLI U al 141-< AVF v� SOUTHWESTERN ST �O ONSTELLATION SOUTHLAKE WAREHOUSE DEVELOPMENT a SITE O �v x J 26 2 6 w O TEXAS TEXAS 0 0 a U N Z Q 'wN_ N J p/ G �R p�Q" Project No.: 54443 4�O Issued: 8/18/2023 Drawn By: CM Checked By: SM Scale: 1" = 600' Sheet Title EXISTING AND PROPOSED (}� STUDY INTERSECTIONS a n` V FIGURE 3 Sheet Number NOTE: - MUSTANG BUSINESS PARK DEVELOPMENT TO ADD ZFOURTH Z YEARSOUTHOF�THOTERN STREET DEVELOPMENT ( 023) ION BY BUILD T / �� O W m IL IN �o as J W G, 0 300 600 900 1200 mZo J � ~ G� _. Wui o. �� SCALE: 1" 600' o� W II...LU N N 0 r��Fti LEGEND ■■■ ^_ o * �q I""MBERCTION NODE ■■■ O = N Now LU O O_v � V � FUTURE LANE CONFIGURATION (PROJECT BY OTHERS) sroP EXISTING STOP CONTROL APPROACH EXISTING LAE CONFIGURATION �`�� ^ 00� U MgAl-L AVE al SOUTHWESTERN ST �0 ONSTELLATION SOUTHLAKE WAREHOUSE DEVELOPMENT a SITE O \ �v 2 6 2 x J 6 w 0 TEXAS TEXAS 0 a U N Z Q 'wN_ N L► qN 0 � / G 4)R �� Project No.: 54443 Issued: 8/18/2023 1 Drawn By: CM �� QO Checked By: SM Scale: 1" = 600' Sheet Title / v EXISTING AND PROPOSED LANE ASSIGNMENTS AND TRAFFIC CONTROLS a n V FIGURE 4 Sheet Number Z z OLU Wa W� J w G, 0 300 600 900 1200 mZo J � ~ 8 Lou LI o� �� SCALE: 1" 600' o� LU W N N 0 rLEGEND ■■■ ^�_ o IN TNUINTERSECTION MBERNODE ��: Z W y �O APPROACH MOVEMENTS V Q AM PEAK HOUR VOLUMES , I r PM PEAK HOUR 0 4 O 0 F7 OGi �� V VOLUMES 07 29 � F_ 14 55 n N N a 0 r U MBA��'4VF al SOUTHWESTERN ST �O \ ONSTELLATION SOUTHLAKE WAREHOUSE DEVELOPMENT SITE O \ �v 2 6 2 x J 6 w 0 TEXAS TEXAS 0 a U N Z Q HER N J po I�I M / G �R �� Project No.: 54443 _ i L► 4O �Q- Issued: 8/18/2023 �7 17 L 20 ® �� Q Drawn By: CM 1 123 2,499— O 596 2 227 �v Q° Checked By: SM 379 805 � F_ 136 228 Scale: 1" = 600' _ - r► O� Sheet Title = M o LO / �2023 EXISTING M r VOLUMES a 4q O lG Q LC! r A V� FIGURE 5 Sheet Number Z z OLU Wa W� J w G, 0 300 600 900 1200 mZo J � ~ 8 Lou LI o� �� SCALE: 1" 600' o� LU W N N 0 rLEGEND ■■■ ^�_ o r�< INTERSECTION NODE ■ ■ ■ Z O = y 0 N 0 �< NUMBER ■■w O U) W �'O APPROACH MOVEMENTS v �V O AM PEAK HOUR + ` VOLUMES 0 L 0 F_o__1 �(, I r PM PEAK HOUR 0 4 O 0 F7 OGi �� V VOLUMES 07 31 F_ 15 58 C,LOM o � N LO M A LLI 0 { Vie U al SOUTHWESTERN ST �O \ ONSTELLATION SOUTHLAKE WAREHOUSE DEVELOPMENT SITE O \ �v 2 6 2 x J 6 w 0 TEXAS TEXAS 0 a U N Z Q 'wN_ S Q O N 00 r M In N J N QM IMI / G 4)R �� Project No.: 54443 _ i L► �� Issued: 8/18/2023 11 28 L 44 17 �� Q Drawn By: CM 1 191 2,651— O 632 2 363 �v Q° Checked By: SM 402 854 � F_ 144 242 Scale: 1" = 600' -1 1 F- Sheet Title _ co co w / Q� 2025 NO BUILD Cl)r r VOLUMES Q- a V FIGURE 6 Sheet Number Z z OLU Wa W� J w G, 0 300 600 900 1200 mZo J � ~ 8 Lou LI o� �� SCALE: 1" 600' o� LU W N N 0 rLEGEND ■■■ ^�_ o r�< INTERSECTION NODE ■ ■ ■ Z O = y 0 N 0 �< NUMBER ■■w O U) W �'O APPROACH MOVEMENTS v �V O AM PEAK HOUR + ` VOLUMES 0 L 0 F_o__1 �(, I r PM PEAK HOUR ® 5 � O � o �9 Q�i V� C� VOLUMES 0 36 � F_ 17 F 68 o r V C M i1', M A Vie U al SOUTHWESTERN ST �O \ ONSTELLATION SOUTHLAKE WAREHOUSE DEVELOPMENT SITE O \ �v 2 6 2 x J 6 �s 0 TEXAS TEXAS 0 a U N Z Q 'wN_ HER a S� N _' LO IVA QM I0I Project No.: 54443 _ i L► �� Issued: 8/18/2023 13 31 48 19 �� Q Drawn By: CM 1 381 3,073— O 733 2 739 �v Q° Checked By: SM 466 990 � F_ 167 280 Scale: 1" = 600' 1 f► O� Sheet Title _ 10 W / v 2030 (NO BUILD + 5 YEARS) v r N �� VOLUMES QQQ- a ORO FIGURE 7 Sheet Number HHH \ ono �j 1 L 0 L 0 (�) DO 0 � F_ 0 F0 -J f r o;o HHH SOUTHWESTERN ST 26 TEXAS N� 41. HER Q Co un n a .J j L_ / ® 10 L 23 O F0 0 --1 F 0 F0 -J f r o w o HHH 40 v� moo° 0 300 600 900 1200 SCALE: 1 "=600' LEGEND s /0 <L AVF NSTELLATION SOUTHLAKE REHOUSE DEVELOPMENT E 26 TEXAS INTERSECTION NODE NUMBER —APPROACH MOVEMENTS AM PEAK HOUR VOLUMES PM PEAK HOUR VOLUMES Z Z O w W Q�o`� QW J=oY LU H�� Z�Wy �O Q V Project No.: 54443 Issued: 8/18/2023 Drawn By: CM Checked By: SM Scale: 1" = 600' Sheet Title BACKGROUND DEVELOPMENT TRIPS - MUSTANG BUSINESS PARK FIGURE 8 Sheet Number HHH l 0 0 � F- 0 SOUTHWESTERN ST ,A/ O 4� 26 �J TEXAS �JlL F-0--] O L F 0-1 F-0 -� � F E—OD -1fr HSH v� moo° 0 300 600 900 1200 SCALE: 1 "=600' LEGEND s /0 <L AVF NSTELLATION SOUTHLAKE REHOUSE DEVELOPMENT E 26 TEXAS INTERSECTION NODE NUMBER APPROACH MOVEMENTS INBOUND TRIP DISTRIBUTION PERCENTAGE 4Q o`' Ov Z Z O w W Q�o`� QW J=oY LU H�� Z�Wy �O Q V Project No.: 54443 Issued: 8/18/2023 Drawn By: CM Checked By: SM Scale: 1" = 600' Sheet Title INBOUND TRIP DISTRIBUTION PERCENTAGES - CONSTELLATION SOUTHLAKE FIGURE 9 Sheet Number HHH l 0 � nO � 0 O � 2 F- 0 SOUTHWESTERN ST ,A/ O 4� 26 �J TEXAS SHE �JlL � O L Fo I F-0 -� � F E-0 D v� moo° 0 300 600 900 1200 SCALE: 1 "=600' LEGEND O itr- 000 s /0MBA <L AVF NSTELLATION SOUTHLAKE REHOUSE DEVELOPMENT E 26 TEXAS INTERSECTION NODE NUMBER APPROACH MOVEMENTS OUTBOUND TRIP DISTRIBUTION PERCENTAGE Z Z O w W Q�o`� QW J=oY LU H�� Z�Wy �O Q V Project No.: 54443 Issued: 8/18/2023 Drawn By: CM Checked By: SM Scale: 1" = 600' Sheet Title OUTBOUND TRIP DISTRIBUTION PERCENTAGES - CONSTELLATION SOUTHLAKE FIGURE 10 Sheet Number HHH\ O O O �j 1 L U L_ U F_o__1_ O 00 � F_ 3 -1 f r oo� 0 0 T SOUTHWESTERN ST-)K 26 TEXAS HHE _ jL 4o O_ 8 _j L 18 O_ v O a f 1 F 0 O 4 O r O � aao v� moo° 0 300 600 900 1200 SCALE: 1 "=600' LEGEND s /0 <L AVF NSTELLATION SOUTHLAKE REHOUSE DEVELOPMENT E 26 TEXAS INTERSECTION NODE NUMBER —APPROACH MOVEMENTS AM PEAK HOUR VOLUMES PM PEAK HOUR VOLUMES Z Z O w W Q�o`� QW J=oY LU H�� Z�Wy �O Q V Project No.: 54443 Issued: 8/18/2023 Drawn By: CM Checked By: SM Scale: 1" = 600' Sheet Title DEVELOPMENT TRIPS - CONSTELLATION SOLITHLAKE FIGURE 11 Sheet Number Z z OLU Wa W� J w G, 0 300 600 900 1200 mZo J � ~ a Lou LI o� �� SCALE: 1" 600' o� LU W N N 0 rLEGEND ■■■ ^�_ o r�< INTERSECTION NODE ■ ■ ■ Z O = y 0 N 0 �< NUMBER ■■w O U) W �'O APPROACH MOVEMENTS v �V O AM PEAK HOUR + ` VOLUMES 0 L 0 F_o__1 �(, I r PM PEAK HOUR 0 4 O 0 F— OGi �� V VOLUMES 07 31 F_ 18 62 C,LoI o C N Lo " Vie U al SOUTHWESTERN ST �O \ ONSTELLATION SOUTHLAKE WAREHOUSE DEVELOPMENT N SITE O �v 2 6 2 x J 6 w 0 TEXAS TEXAS 0 a U N Z Q 'wN_ S � M m ♦. N J pIoI / G 4)R �� Project No.: 54443 _ i L► �� Issued: 8/18/2023 14 36 L 62 23 �� Q Drawn By: CM 1 191 2,651— O 632 2 363 �v Q° Checked By: SM 402 854 � F_ 144 242 Scale: 1" = 600' -1 1 F► O� Sheet Title Co N w / Q� 2025 BUILD N1 M VOLUMES V FIGURE 12 Sheet Number Z z OLU Wa W� J w G, 0 300 600 900 1200 mZo J � ~ 8 Lou LI o� �� SCALE: 1" 600' o� LU W N N 0 rLEGEND ■■■ ^�_ o r�< INTERSECTION NODE ■ ■ ■ Z O = y 0 N 0 �< NUMBER ■■w O U) W �'O APPROACH MOVEMENTS v �V O AM PEAK HOUR + ` VOLUMES 0 L 0 F_o__1 �(, I r PM PEAK HOUR ® 5 � O � o �9 Q�i V� C� VOLUMES 0 36 � F_ 20 72 o / M Y7 h A Vie U al SOUTHWESTERN ST �O ONSTELLATION SOUTHLAKE WAREHOUSE DEVELOPMENT a SITE O \ �v x J 26 2 6 w 0 TEXAS TEXAS 0 a U N Z Q 'wN_ S � r M co ♦ . N J QIrI / G �R �� Project No.: 54443 _ i L► �� Issued: 8/18/2023 15 39 66 24 Drawn By: CM 1 381 3,073— O 733 2 739 �v Q° Checked By: SM 466 990 � F_ 167 280 Scale: 1" = 600' r► �� O� Sheet Title N �, / v 2030 (BUILD + 5 YEARS) v C', C14 VOLUMES QQ- a tD r N V FIGURE 13 Sheet Number Constellation Southlake Warehouse Development August 18, 2023 SH 26 / Mustang Court A VO 54443 Southlake, Texas Appendix D Synchro Output Reports -D- ::: haLff" Lanes, Volumes, Timings 2023 Existing AM Peak Hour 1: Mustang Dr/Mustang Ct & SH 26 1I08/18/2023 -11 --1. 4--- t t Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations ) ttt r ) ttt r Traffic Volume (vph) 17 2499 805 136 596 20 337 0 175 31 4 0 Future Volume (vph) 17 2499 805 136 596 20 337 0 175 31 4 0 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 400 600 435 400 0 0 180 0 Storage Lanes 1 1 1 1 1 0 1 0 Taper Length (ft) 125 120 25 25 Lane Util. Factor 1.00 0.91 1.00 1.00 0.91 1.00 0.95 0.95 1.00 1.00 1.00 1.00 Frt 0.850 0.850 0.893 Flt Protected 0.950 0.950 0.950 0.986 0.950 Satd. Flow (prot) 1805 5136 1538 1787 5036 854 1665 1522 0 902 1267 0 Flt Permitted 0.403 0.081 0.950 0.986 0.950 Satd. Flow (perm) 766 5136 1538 152 5036 854 1665 1522 0 902 1267 0 Right Turn on Red Yes Yes Yes No Satd. Flow (RTOR) 847 123 168 Link Speed (mph) 45 45 35 35 Link Distance (ft) 986 1194 465 415 Travel Time (s) 14.9 18.1 9.1 8.1 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Heavy Vehicles (%) 0% 1 % 5% 1 % 3% 89% 3% 0% 5% 100% 50% 0% Adj. Flow (vph) 18 2631 847 143 627 21 355 0 184 33 4 0 Shared Lane Traffic (%) 21 % Lane Group Flow (vph) 18 2631 847 143 627 21 280 259 0 33 4 0 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left L NA Right Median Width(ft) 20 20 24 12 Link Offset(ft) 0 0 0 0 Crosswalk Width(ft) 16 16 16 16 Two way Left Turn Lane Yes Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph) 15 9 15 9 15 9 15 9 Number of Detectors 1 2 1 1 2 1 1 2 1 2 Detector Template Left Thru Right Left Thru Right Left Thru Left Thru Leading Detector (ft) 20 100 20 20 100 20 20 100 20 100 Trailing Detector (ft) 0 0 0 0 0 0 0 0 0 0 Detector 1 Position(ft) 0 0 0 0 0 0 0 0 0 0 Detector 1 Size(ft) 20 6 20 20 6 20 20 6 20 6 Detector 1 Type CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex Detector 1 Channel Detector 1 Extend (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 2 Position(ft) 94 94 94 94 Detector 2 Size(ft) 6 6 6 6 Detector 2 Type CI+Ex CI+Ex CI+Ex CI+Ex Detector 2 Channel Detector 2 Extend (s) 0.0 0.0 0.0 0.0 Turn Type pm+pt NA Perm pm+pt NA Perm Split NA Split NA Protected Phases 1 6 5 2 4 4 3 3 Constellation Warehouse Development TIA Synchro 11 Report AM Peak Hour starts at 7:30 am Page 1 Lanes, Volumes, Timings 2023 Existing AM Peak Hour 1: Mustang Dr/Mustang Ct & SH 26 08/18/2023 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Permitted Phases 6 6 2 2 Detector Phase 1 6 6 5 2 2 4 4 3 3 Switch Phase Minimum Initial (s) 5.0 15.0 15.0 5.0 15.0 15.0 5.0 5.0 5.0 5.0 Minimum Split (s) 10.3 38.3 38.3 10.3 26.3 26.3 41.6 41.6 41.6 41.6 Total Split (s) 24.0 63.0 63.0 15.0 54.0 54.0 14.0 14.0 28.0 28.0 Total Split (%) 20.0% 52.5% 52.5% 12.5% 45.0% 45.0% 11.7% 11.7% 23.3% 23.3% Maximum Green (s) 18.7 57.7 57.7 9.7 48.7 48.7 8.4 8.4 22.4 22.4 Yellow Time (s) 4.3 4.3 4.3 4.3 4.3 4.3 3.6 3.6 3.6 3.6 All -Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 2.0 2.0 2.0 2.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 5.3 5.3 5.3 5.3 5.3 5.3 5.6 5.6 5.6 5.6 Lead/Lag Lag Lag Lag Lead Lead Lead Lag Lag Lead Lead Lead -Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Vehicle Extension (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Recall Mode None C-Max C-Max None Max Max None None None None Walk Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Flash Dont Walk (s) 29.0 29.0 17.0 17.0 32.0 32.0 32.0 32.0 Pedestrian Calls (#/hr) 0 0 0 0 0 0 0 0 Act Effct Green (s) 58.9 58.9 58.9 63.1 63.1 63.1 26.3 26.3 9.1 9.1 Actuated g/C Ratio 0.49 0.49 0.49 0.53 0.53 0.53 0.22 0.22 0.08 0.08 v/c Ratio 0.04 1.04 0.71 0.73 0.24 0.04 0.77 0.56 0.49 0.04 Control Delay 16.9 61.4 5.2 43.8 17.6 0.1 61.2 22.0 75.2 49.5 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 16.9 61.4 5.2 43.8 17.6 0.1 61.2 22.0 75.2 49.5 LOS B E A D B A E C E D Approach Delay 47.6 21.9 42.4 72.4 Approach LOS D C D E 90th %ile Green (s) 18.7 57.7 57.7 9.7 48.7 48.7 16.7 16.7 14.1 14.1 90th %ile Term Code Hold Coord Coord Max Coord Coord Max Max Gap Gap 70th %ile Green (s) 18.7 57.7 57.7 9.7 48.7 48.7 19.8 19.8 11.0 11.0 70th %ile Term Code Hold Coord Coord Max Coord Coord Max Max Gap Gap 50th %ile Green (s) 0.0 58.5 58.5 8.9 72.7 72.7 22.0 22.0 8.8 8.8 50th %ile Term Code Skip Coord Coord Gap Coord Coord Max Max Gap Gap 30th %ile Green (s) 0.0 59.5 59.5 7.9 72.7 72.7 36.4 36.4 0.0 0.0 30th %ile Term Code Skip Coord Coord Gap Coord Coord Max Max Skip Skip 10th %ile Green (s) 0.0 61.0 61.0 6.4 72.7 72.7 36.4 36.4 0.0 0.0 10th %ile Term Code Skip Coord Coord Gap Coord Coord Max Max Skip Skip Queue Length 50th (ft) 7 -814 0 45 75 0 226 65 25 3 Queue Length 95th (ft) 20 #914 68 #168 150 0 #462 #188 58 14 Internal Link Dist (ft) 906 1114 385 335 Turn Bay Length (ft) 400 600 435 400 180 Base Capacity (vph) 537 2519 1186 212 2647 507 364 464 168 236 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.03 1.04 0.71 0.67 0.24 0.04 0.77 0.56 0.20 0.02 Intersection Summary Constellation Warehouse Development TIA Synchro 11 Report AM Peak Hour starts at 7:30 am Page 2 Lanes, Volumes, Timings 2023 Existing AM Peak Hour 1: Mustang Dr/Mustang Ct & SH 26 08/18/2023 Area Type: Other Cycle Length: 120 Actuated Cycle Length: 120 Offset: 72 (60%), Referenced to phase 6:EBTL, Start of Green Natural Cycle: 145 Control Type: Actuated -Coordinated Maximum v/c Ratio: 1.04 Intersection Signal Delay: 43.0 Intersection LOS: D Intersection Capacity Utilization 92.8% ICU Level of Service F Analysis Period (min) 15 — Volume exceeds capacity, queue is theoretically infinite. Queue shown is maximum after two cycles. # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Splits and Phases: 1: Mustang Dr/Mustang Ct & SH 26 02 01 O3 04 05 *6 Constellation Warehouse Development TIA Synchro 11 Report AM Peak Hour starts at 7:30 am Page 3 Timing Report, Sorted By Phase 2023 Existing AM Peak Hour 1: Mustang Dr/Mustang Ct & SH 26 08/18/2023 , Phase Number 2 3 4 5 6 Movement EBL WBTL SBTL NBTL WBL EBTL Lead/Lag Lag Lead Lead Lag Lead Lag Lead -Lag Optimize Yes Yes Yes Yes Yes Yes Recall Mode None Max None None None C-Max Maximum Split (s) 24 54 28 14 15 63 Maximum Split (%) 20.0% 45.0% 23.3% 11.7% 12.5% 52.5% Minimum Split (s) 10.3 26.3 41.6 41.6 10.3 38.3 Yellow Time (s) 4.3 4.3 3.6 3.6 4.3 4.3 All -Red Time (s) 1 1 2 2 1 1 Minimum Initial (s) 5 15 5 5 5 15 Vehicle Extension (s) 2 2 2 2 2 2 Minimum Gap (s) 2 2 2 2 2 2 Time Before Reduce (s) 0 0 0 0 0 0 Time To Reduce (s) 0 0 0 0 0 0 Walk Time (s) 4 4 4 4 Flash Dont Walk (s) 17 32 32 29 Dual Entry Yes Yes Yes No No Yes Inhibit Max Yes Yes Yes Yes Yes Yes Start Time (s) 111 57 15 43 57 72 End Time (s) 15 111 43 57 72 15 Yield/Force Off (s) 9.7 105.7 37.4 51.4 66.7 9.7 Yield/Force Off 170(s) 9.7 88.7 5.4 19.4 66.7 100.7 Local Start Time (s) 39 105 63 91 105 0 Local Yield (s) 57.7 33.7 85.4 99.4 114.7 57.7 Local Yield 170(s) 57.7 16.7 53.4 67.4 114.7 28.7 Intersection Summa Cycle Length 120 Control Type Actuated -Coordinated Natural Cycle 145 Offset: 72 (60%), Referenced to phase 6:EBTL, Start of Green Splits and Phases: 1: Mustang Dr/Mustang Ct & SH 26 02 01 03 04 O5 � --1*06 Constellation Warehouse Development TIA Synchro 11 Report AM Peak Hour starts at 7:30 am Page 4 Lanes, Volumes, Timings 2023 Existing PM Peak Hour 1: Mustang Dr/Mustang Ct & SH 26 1I08/18/2023 -11 --1. 4--- t t Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations ) ttt r ) ttt r Traffic Volume (vph) 7 1123 379 228 2227 8 504 6 186 33 13 0 Future Volume (vph) 7 1123 379 228 2227 8 504 6 186 33 13 0 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 400 600 435 400 0 0 180 0 Storage Lanes 1 1 1 1 1 0 1 0 Taper Length (ft) 125 120 25 25 Lane Util. Factor 1.00 0.91 1.00 1.00 0.91 1.00 0.95 0.95 1.00 1.00 1.00 1.00 Frt 0.850 0.850 0.917 Flt Protected 0.950 0.950 0.950 0.979 0.950 Satd. Flow (prot) 1805 5136 1538 1787 5036 854 1665 1557 0 902 1267 0 Flt Permitted 0.068 0.157 0.950 0.979 0.950 Satd. Flow (perm) 129 5136 1538 295 5036 854 1665 1557 0 902 1267 0 Right Turn on Red Yes Yes Yes No Satd. Flow (RTOR) 399 123 41 Link Speed (mph) 45 45 35 35 Link Distance (ft) 986 1194 465 415 Travel Time (s) 14.9 18.1 9.1 8.1 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Heavy Vehicles (%) 0% 1 % 5% 1 % 3% 89% 3% 0% 5% 100% 50% 0% Adj. Flow (vph) 7 1182 399 240 2344 8 531 6 196 35 14 0 Shared Lane Traffic (%) 29% Lane Group Flow (vph) 7 1182 399 240 2344 8 377 356 0 35 14 0 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left L NA Right Median Width(ft) 20 20 24 12 Link Offset(ft) 0 0 0 0 Crosswalk Width(ft) 16 16 16 16 Two way Left Turn Lane Yes Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph) 15 9 15 9 15 9 15 9 Number of Detectors 1 2 1 1 2 1 1 2 1 2 Detector Template Left Thru Right Left Thru Right Left Thru Left Thru Leading Detector (ft) 20 100 20 20 100 20 20 100 20 100 Trailing Detector (ft) 0 0 0 0 0 0 0 0 0 0 Detector 1 Position(ft) 0 0 0 0 0 0 0 0 0 0 Detector 1 Size(ft) 20 6 20 20 6 20 20 6 20 6 Detector 1 Type CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex Detector 1 Channel Detector 1 Extend (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 2 Position(ft) 94 94 94 94 Detector 2 Size(ft) 6 6 6 6 Detector 2 Type CI+Ex CI+Ex CI+Ex CI+Ex Detector 2 Channel Detector 2 Extend (s) 0.0 0.0 0.0 0.0 Turn Type pm+pt NA Perm pm+pt NA Perm Split NA Split NA Protected Phases 1 6 5 2 4 4 3 3 Constellation Warehouse Development TIA Synchro 11 Report PM Peak Hour starts at 4:30 pm Page 1 Lanes, Volumes, Timings 2023 Existing PM Peak Hour 1: Mustang Dr/Mustang Ct & SH 26 08/18/2023 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Permitted Phases 6 6 2 2 Detector Phase 1 6 6 5 2 2 4 4 3 3 Switch Phase Minimum Initial (s) 5.0 15.0 15.0 5.0 15.0 15.0 5.0 5.0 5.0 5.0 Minimum Split (s) 10.3 38.3 38.3 10.3 26.3 26.3 41.6 41.6 41.6 41.6 Total Split (s) 23.0 70.0 70.0 16.0 63.0 63.0 17.0 17.0 17.0 17.0 Total Split (%) 19.2% 58.3% 58.3% 13.3% 52.5% 52.5% 14.2% 14.2% 14.2% 14.2% Maximum Green (s) 17.7 64.7 64.7 10.7 57.7 57.7 11.4 11.4 11.4 11.4 Yellow Time (s) 4.3 4.3 4.3 4.3 4.3 4.3 3.6 3.6 3.6 3.6 All -Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 2.0 2.0 2.0 2.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 5.3 5.3 5.3 5.3 5.3 5.3 5.6 5.6 5.6 5.6 Lead/Lag Lag Lag Lag Lead Lead Lead Lag Lag Lead Lead Lead -Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Vehicle Extension (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Recall Mode None C-Max C-Max None Max Max None None None None Walk Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Flash Dont Walk (s) 29.0 29.0 17.0 17.0 32.0 32.0 32.0 32.0 Pedestrian Calls (#/hr) 0 0 0 0 0 0 0 0 Act Effct Green (s) 64.7 64.7 64.7 76.1 76.1 76.1 18.7 18.7 8.7 8.7 Actuated g/C Ratio 0.54 0.54 0.54 0.63 0.63 0.63 0.16 0.16 0.07 0.07 v/c Ratio 0.04 0.43 0.39 0.75 0.73 0.01 1.46 1.29 0.54 0.15 Control Delay 15.6 17.1 2.6 28.5 18.4 0.0 261.2 189.7 82.0 54.4 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 15.6 17.1 2.6 28.5 18.4 0.0 261.2 189.7 82.0 54.4 LOS B B A C B A F F F D Approach Delay 13.5 19.3 226.5 74.1 Approach LOS B B F E 90th %ile Green (s) 17.7 64.7 64.7 10.7 57.7 57.7 11.4 11.4 11.4 11.4 90th %ile Term Code Hold Coord Coord Max Coord Coord Max Max Max Max 70th %ile Green (s) 0.0 64.7 64.7 10.7 80.7 80.7 11.5 11.5 11.3 11.3 70th %ile Term Code Skip Coord Coord Max Coord Coord Max Max Gap Gap 50th %ile Green (s) 0.0 64.7 64.7 10.7 80.7 80.7 13.8 13.8 9.0 9.0 50th %ile Term Code Skip Coord Coord Max Coord Coord Max Max Gap Gap 30th %ile Green (s) 0.0 64.7 64.7 10.7 80.7 80.7 28.4 28.4 0.0 0.0 30th %ile Term Code Skip Coord Coord Max Coord Coord Max Max Skip Skip 10th %ile Green (s) 0.0 64.8 64.8 10.6 80.7 80.7 28.4 28.4 0.0 0.0 10th %ile Term Code Skip Coord Coord Gap Coord Coord Max Max Skip Skip Queue Length 50th (ft) 2 192 0 64 371 0 -476 -393 27 10 Queue Length 95th (ft) 10 228 45 #235 #762 0 #709 #621 62 32 Internal Link Dist (ft) 906 1114 385 335 Turn Bay Length (ft) 400 600 435 400 180 Base Capacity (vph) 316 2770 1013 320 3193 586 259 277 85 120 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.02 0.43 0.39 0.75 0.73 0.01 1.46 1.29 0.41 0.12 Intersection Summary Constellation Warehouse Development TIA Synchro 11 Report PM Peak Hour starts at 4:30 pm Page 2 Lanes, Volumes, Timings 2023 Existing PM Peak Hour 1: Mustang Dr/Mustang Ct & SH 26 08/18/2023 Area Type: Other Cycle Length: 120 Actuated Cycle Length: 120 Offset: 72 (60%), Referenced to phase 6:EBTL, Start of Green Natural Cycle: 145 Control Type: Actuated -Coordinated Maximum v/c Ratio: 1.46 Intersection Signal Delay: 48.6 Intersection LOS: D Intersection Capacity Utilization 88.1% ICU Level of Service E Analysis Period (min) 15 — Volume exceeds capacity, queue is theoretically infinite. Queue shown is maximum after two cycles. # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Splits and Phases: 1: Mustang Dr/Mustang Ct & SH 26 02 1 01 I O3 04 05 * -06 Constellation Warehouse Development TIA Synchro 11 Report PM Peak Hour starts at 4:30 pm Page 3 Timing Report, Sorted By Phase 2023 Existing PM Peak Hour 1: Mustang Dr/Mustang Ct & SH 26 08/18/2023 , Phase Number 2 3 4 5 6 Movement EBL WBTL SBTL NBTL WBL EBTL Lead/Lag Lag Lead Lead Lag Lead Lag Lead -Lag Optimize Yes Yes Yes Yes Yes Yes Recall Mode None Max None None None C-Max Maximum Split (s) 23 63 17 17 16 70 Maximum Split (%) 19.2% 52.5% 14.2% 14.2% 13.3% 58.3% Minimum Split (s) 10.3 26.3 41.6 41.6 10.3 38.3 Yellow Time (s) 4.3 4.3 3.6 3.6 4.3 4.3 All -Red Time (s) 1 1 2 2 1 1 Minimum Initial (s) 5 15 5 5 5 15 Vehicle Extension (s) 2 2 2 2 2 2 Minimum Gap (s) 2 2 2 2 2 2 Time Before Reduce (s) 0 0 0 0 0 0 Time To Reduce (s) 0 0 0 0 0 0 Walk Time (s) 4 4 4 4 Flash Dont Walk (s) 17 32 32 29 Dual Entry Yes Yes Yes No No Yes Inhibit Max Yes Yes Yes Yes Yes Yes Start Time (s) 119 56 22 39 56 72 End Time (s) 22 119 39 56 72 22 Yield/Force Off (s) 16.7 113.7 33.4 50.4 66.7 16.7 Yield/Force Off 170(s) 16.7 96.7 1.4 18.4 66.7 107.7 Local Start Time (s) 47 104 70 87 104 0 Local Yield (s) 64.7 41.7 81.4 98.4 114.7 64.7 Local Yield 170(s) 64.7 24.7 49.4 66.4 114.7 35.7 Intersection Summa Cycle Length 120 Control Type Actuated -Coordinated Natural Cycle 145 Offset: 72 (60%), Referenced to phase 6:EBTL, Start of Green Splits and Phases: 1: Mustang Dr/Mustang Ct & SH 26 01 I O3 04 Constellation Warehouse Development TIA Synchro 11 Report PM Peak Hour starts at 4:30 pm Page 4 Lanes, Volumes, Timings 2025 No Build AM Peak Hour 1: Mustang Dr/Mustang Ct & SH 26 1I08/18/2023 -11 --1. 4--- t t Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations ) ttt r ) ttt r Traffic Volume (vph) 28 2651 854 144 632 44 358 18 186 40 9 3 Future Volume (vph) 28 2651 854 144 632 44 358 18 186 40 9 3 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 400 600 435 400 0 0 180 0 Storage Lanes 1 1 1 1 1 0 1 0 Taper Length (ft) 125 120 25 25 Lane Util. Factor 1.00 0.91 1.00 1.00 0.91 1.00 0.95 0.95 1.00 1.00 1.00 1.00 Frt 0.850 0.850 0.896 0.962 Flt Protected 0.950 0.950 0.950 0.988 0.950 Satd. Flow (prot) 1805 5136 1538 1787 5036 854 1665 1534 0 902 1329 0 Flt Permitted 0.388 0.086 0.950 0.988 0.950 Satd. Flow (perm) 737 5136 1538 162 5036 854 1665 1534 0 902 1329 0 Right Turn on Red Yes Yes Yes No Satd. Flow (RTOR) 837 123 73 Link Speed (mph) 45 45 35 35 Link Distance (ft) 986 1194 465 415 Travel Time (s) 14.9 18.1 9.1 8.1 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Heavy Vehicles (%) 0% 1 % 5% 1 % 3% 89% 3% 0% 5% 100% 50% 0% Adj. Flow (vph) 29 2791 899 152 665 46 377 19 196 42 9 3 Shared Lane Traffic (%) 18% Lane Group Flow (vph) 29 2791 899 152 665 46 309 283 0 42 12 0 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left L NA Right Median Width(ft) 20 20 24 12 Link Offset(ft) 0 0 0 0 Crosswalk Width(ft) 16 16 16 16 Two way Left Turn Lane Yes Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph) 15 9 15 9 15 9 15 9 Number of Detectors 1 2 1 1 2 1 1 2 1 2 Detector Template Left Thru Right Left Thru Right Left Thru Left Thru Leading Detector (ft) 20 100 20 20 100 20 20 100 20 100 Trailing Detector (ft) 0 0 0 0 0 0 0 0 0 0 Detector 1 Position(ft) 0 0 0 0 0 0 0 0 0 0 Detector 1 Size(ft) 20 6 20 20 6 20 20 6 20 6 Detector 1 Type CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex Detector 1 Channel Detector 1 Extend (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 2 Position(ft) 94 94 94 94 Detector 2 Size(ft) 6 6 6 6 Detector 2 Type CI+Ex CI+Ex CI+Ex CI+Ex Detector 2 Channel Detector 2 Extend (s) 0.0 0.0 0.0 0.0 Turn Type pm+pt NA Perm pm+pt NA Perm Split NA Split NA Protected Phases 1 6 5 2 4 4 3 3 Constellation Warehouse Development TIA Synchro 11 Report AM Peak Hour starts at 7:30 am Page 1 Lanes, Volumes, Timings 2025 No Build AM Peak Hour 1: Mustang Dr/Mustang Ct & SH 26 08/18/2023 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Permitted Phases 6 6 2 2 Detector Phase 1 6 6 5 2 2 4 4 3 3 Switch Phase Minimum Initial (s) 5.0 15.0 15.0 5.0 15.0 15.0 5.0 5.0 5.0 5.0 Minimum Split (s) 10.3 38.3 38.3 10.3 26.3 26.3 41.6 41.6 41.6 41.6 Total Split (s) 24.0 63.0 63.0 15.0 54.0 54.0 14.0 14.0 28.0 28.0 Total Split (%) 20.0% 52.5% 52.5% 12.5% 45.0% 45.0% 11.7% 11.7% 23.3% 23.3% Maximum Green (s) 18.7 57.7 57.7 9.7 48.7 48.7 8.4 8.4 22.4 22.4 Yellow Time (s) 4.3 4.3 4.3 4.3 4.3 4.3 3.6 3.6 3.6 3.6 All -Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 2.0 2.0 2.0 2.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 5.3 5.3 5.3 5.3 5.3 5.3 5.6 5.6 5.6 5.6 Lead/Lag Lag Lag Lag Lead Lead Lead Lag Lag Lead Lead Lead -Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Vehicle Extension (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Recall Mode None C-Max C-Max None Max Max None None None None Walk Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Flash Dont Walk (s) 29.0 29.0 17.0 17.0 32.0 32.0 32.0 32.0 Pedestrian Calls (#/hr) 0 0 0 0 0 0 0 0 Act Effct Green (s) 58.6 58.6 58.6 58.3 58.3 58.3 22.7 22.7 10.2 10.2 Actuated g/C Ratio 0.49 0.49 0.49 0.49 0.49 0.49 0.19 0.19 0.08 0.08 v/c Ratio 0.06 1.11 0.76 0.77 0.27 0.10 0.98 0.81 0.55 0.11 Control Delay 17.5 87.8 7.2 49.1 20.5 0.4 96.2 54.8 77.2 49.9 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 17.5 87.8 7.2 49.1 20.5 0.4 96.2 54.8 77.2 49.9 LOS B F A D C A F D E D Approach Delay 67.7 24.5 76.4 71.1 Approach LOS E C E E 90th %ile Green (s) 18.7 57.7 57.7 9.7 48.7 48.7 14.8 14.8 16.0 16.0 90th %ile Term Code Hold Coord Coord Max Coord Coord Max Max Gap Gap 70th %ile Green (s) 18.7 57.7 57.7 9.7 48.7 48.7 18.3 18.3 12.5 12.5 70th %ile Term Code Hold Coord Coord Max Coord Coord Max Max Gap Gap 50th %ile Green (s) 18.7 57.7 57.7 9.7 48.7 48.7 20.8 20.8 10.0 10.0 50th %ile Term Code Hold Coord Coord Max Coord Coord Max Max Gap Gap 30th %ile Green (s) 0.0 59.1 59.1 8.3 72.7 72.7 23.3 23.3 7.5 7.5 30th %ile Term Code Skip Coord Coord Gap Coord Coord Max Max Gap Gap 10th %ile Green (s) 0.0 60.6 60.6 6.8 72.7 72.7 36.4 36.4 0.0 0.0 10th %ile Term Code Skip Coord Coord Gap Coord Coord Max Max Skip Skip Queue Length 50th (ft) 12 -918 25 75 127 0 -278 171 32 9 Queue Length 95th (ft) 29 #1006 156 #180 159 0 #538 #397 68 27 Internal Link Dist (ft) 906 1114 385 335 Turn Bay Length (ft) 400 600 435 400 180 Base Capacity (vph) 525 2506 1179 210 2446 477 315 349 168 248 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.06 1.11 0.76 0.72 0.27 0.10 0.98 0.81 0.25 0.05 Intersection Summary Constellation Warehouse Development TIA Synchro 11 Report AM Peak Hour starts at 7:30 am Page 2 Lanes, Volumes, Timings 2025 No Build AM Peak Hour 1: Mustang Dr/Mustang Ct & SH 26 08/18/2023 Area Type: Other Cycle Length: 120 Actuated Cycle Length: 120 Offset: 72 (60%), Referenced to phase 6:EBTL, Start of Green Natural Cycle: 145 Control Type: Actuated -Coordinated Maximum v/c Ratio: 1.11 Intersection Signal Delay: 61.6 Intersection LOS: E Intersection Capacity Utilization 97.6% ICU Level of Service F Analysis Period (min) 15 — Volume exceeds capacity, queue is theoretically infinite. Queue shown is maximum after two cycles. # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Splits and Phases: 1: Mustang Dr/Mustang Ct & SH 26 02 01 O3 04 05 *6 Constellation Warehouse Development TIA Synchro 11 Report AM Peak Hour starts at 7:30 am Page 3 Timing Report, Sorted By Phase 2025 No Build AM Peak Hour 1: Mustang Dr/Mustang Ct & SH 26 08/18/2023 , Phase Number 2 3 4 5 6 Movement EBL WBTL SBTL NBTL WBL EBTL Lead/Lag Lag Lead Lead Lag Lead Lag Lead -Lag Optimize Yes Yes Yes Yes Yes Yes Recall Mode None Max None None None C-Max Maximum Split (s) 24 54 28 14 15 63 Maximum Split (%) 20.0% 45.0% 23.3% 11.7% 12.5% 52.5% Minimum Split (s) 10.3 26.3 41.6 41.6 10.3 38.3 Yellow Time (s) 4.3 4.3 3.6 3.6 4.3 4.3 All -Red Time (s) 1 1 2 2 1 1 Minimum Initial (s) 5 15 5 5 5 15 Vehicle Extension (s) 2 2 2 2 2 2 Minimum Gap (s) 2 2 2 2 2 2 Time Before Reduce (s) 0 0 0 0 0 0 Time To Reduce (s) 0 0 0 0 0 0 Walk Time (s) 4 4 4 4 Flash Dont Walk (s) 17 32 32 29 Dual Entry Yes Yes Yes No No Yes Inhibit Max Yes Yes Yes Yes Yes Yes Start Time (s) 111 57 15 43 57 72 End Time (s) 15 111 43 57 72 15 Yield/Force Off (s) 9.7 105.7 37.4 51.4 66.7 9.7 Yield/Force Off 170(s) 9.7 88.7 5.4 19.4 66.7 100.7 Local Start Time (s) 39 105 63 91 105 0 Local Yield (s) 57.7 33.7 85.4 99.4 114.7 57.7 Local Yield 170(s) 57.7 16.7 53.4 67.4 114.7 28.7 Intersection Summa Cycle Length 120 Control Type Actuated -Coordinated Natural Cycle 145 Offset: 72 (60%), Referenced to phase 6:EBTL, Start of Green Splits and Phases: 1: Mustang Dr/Mustang Ct & SH 26 02 01 03 04 O5 � --1*06 Constellation Warehouse Development TIA Synchro 11 Report AM Peak Hour starts at 7:30 am Page 4 HCM 6th TWSC 2025 No Build AM Peak Hour 2: Mustang Ct & Southwestern St/Existing Development Driveway 08/18/2023 Intersection Int Delay, s/veh 4.2 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 0 4 31 15 0 0 25 51 31 0 15 0 Future Vol, veh/h 0 4 31 15 0 0 25 51 31 0 15 0 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - None - None None - None Storage Length - - Veh in Median Storage, # 0 - 0 0 - - 0 Grade, % 0 0 0 - 0 Peak Hour Factor 75 75 75 75 75 75 75 75 75 75 75 75 Heavy Vehicles, % 0 50 92 83 0 0 90 0 67 0 0 0 Mvmt Flow 0 5 41 20 0 0 33 68 41 0 20 0 Major/Minor Minor2 Minorl Majorl Major2 Conflicting Flow All 175 195 20 198 175 89 20 0 0 109 0 0 Stage 1 20 20 - 155 155 - - - - - - - Stage 2 155 175 - 43 20 - - - - Critical Hdwy 7.1 7 7.12 7.93 6.5 6.2 5 - 4.1 Critical Hdwy Stg 1 6.1 6 - 6.93 5.5 - - - - Critical Hdwy Stg 2 6.1 6 - 6.93 5.5 - - - - - Follow-up Hdwy 3.5 4.45 4.128 4.247 4 3.3 3.01 - 2.2 Pot Cap-1 Maneuver 792 623 848 615 722 975 1173 1494 Stage 1 1004 792 - 688 773 - - - - Stage 2 852 672 - 800 883 - - - - - Platoon blocked, % Mov Cap-1 Maneuver 774 604 848 568 700 975 1173 - 1494 Mov Cap-2 Maneuver 774 604 - 568 700 - - - Stage 1 974 792 667 750 - - - - Stage 2 826 652 756 883 - - Approach EB WB NB SIB HCM Control Delay, s 9.7 11.6 1.9 0 HCM LOS A B Minor Lane/Major Mvmt NBL NBT NBR EBLnlWBLnl SBL SBT SBR Capacity (veh/h) 1173 - 811 568 1494 HCM Lane V/C Ratio 0.028 - 0.058 0.035 - HCM Control Delay (s) 8.2 0 9.7 11.6 0 HCM Lane LOS A A A B A HCM 95th %tile Q(veh) 0.1 - - 0.2 0.1 0 Constellation Warehouse Development TIA Synchro 11 Report AM Peak Hour starts at 7:30 am Page 1 Lanes, Volumes, Timings 2025 No Build PM Peak Hour 1: Mustang Dr/Mustang Ct & SH 26 1I08/18/2023 -11 --1. 4--- t t Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations ) ttt r ) ttt r Traffic Volume (vph) 11 1191 402 242 2363 17 535 13 197 58 32 10 Future Volume (vph) 11 1191 402 242 2363 17 535 13 197 58 32 10 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 400 600 435 400 0 0 180 0 Storage Lanes 1 1 1 1 1 0 1 0 Taper Length (ft) 125 120 25 25 Lane Util. Factor 1.00 0.91 1.00 1.00 0.91 1.00 0.95 0.95 1.00 1.00 1.00 1.00 Frt 0.850 0.850 0.918 0.963 Flt Protected 0.950 0.950 0.950 0.980 0.950 Satd. Flow (prot) 1805 5136 1538 1787 5036 854 1665 1562 0 902 1328 0 Flt Permitted 0.071 0.138 0.950 0.980 0.950 Satd. Flow (perm) 135 5136 1538 260 5036 854 1665 1562 0 902 1328 0 Right Turn on Red Yes Yes Yes No Satd. Flow (RTOR) 423 123 40 Link Speed (mph) 45 45 35 35 Link Distance (ft) 986 1194 465 415 Travel Time (s) 14.9 18.1 9.1 8.1 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Heavy Vehicles (%) 0% 1 % 5% 1 % 3% 89% 3% 0% 5% 100% 50% 0% Adj. Flow (vph) 12 1254 423 255 2487 18 563 14 207 61 34 11 Shared Lane Traffic (%) 28% Lane Group Flow (vph) 12 1254 423 255 2487 18 405 379 0 61 45 0 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left L NA Right Median Width(ft) 20 20 24 12 Link Offset(ft) 0 0 0 0 Crosswalk Width(ft) 16 16 16 16 Two way Left Turn Lane Yes Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph) 15 9 15 9 15 9 15 9 Number of Detectors 1 2 1 1 2 1 1 2 1 2 Detector Template Left Thru Right Left Thru Right Left Thru Left Thru Leading Detector (ft) 20 100 20 20 100 20 20 100 20 100 Trailing Detector (ft) 0 0 0 0 0 0 0 0 0 0 Detector 1 Position(ft) 0 0 0 0 0 0 0 0 0 0 Detector 1 Size(ft) 20 6 20 20 6 20 20 6 20 6 Detector 1 Type CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex Detector 1 Channel Detector 1 Extend (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 2 Position(ft) 94 94 94 94 Detector 2 Size(ft) 6 6 6 6 Detector 2 Type CI+Ex CI+Ex CI+Ex CI+Ex Detector 2 Channel Detector 2 Extend (s) 0.0 0.0 0.0 0.0 Turn Type pm+pt NA Perm pm+pt NA Perm Split NA Split NA Protected Phases 1 6 5 2 4 4 3 3 Constellation Warehouse Development TIA Synchro 11 Report PM Peak Hour starts at 4:30 pm Page 1 Lanes, Volumes, Timings 2025 No Build PM Peak Hour 1: Mustang Dr/Mustang Ct & SH 26 08/18/2023 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Permitted Phases 6 6 2 2 Detector Phase 1 6 6 5 2 2 4 4 3 3 Switch Phase Minimum Initial (s) 5.0 15.0 15.0 5.0 15.0 15.0 5.0 5.0 5.0 5.0 Minimum Split (s) 10.3 38.3 38.3 10.3 26.3 26.3 41.6 41.6 41.6 41.6 Total Split (s) 23.0 70.0 70.0 16.0 63.0 63.0 17.0 17.0 17.0 17.0 Total Split (%) 19.2% 58.3% 58.3% 13.3% 52.5% 52.5% 14.2% 14.2% 14.2% 14.2% Maximum Green (s) 17.7 64.7 64.7 10.7 57.7 57.7 11.4 11.4 11.4 11.4 Yellow Time (s) 4.3 4.3 4.3 4.3 4.3 4.3 3.6 3.6 3.6 3.6 All -Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 2.0 2.0 2.0 2.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 5.3 5.3 5.3 5.3 5.3 5.3 5.6 5.6 5.6 5.6 Lead/Lag Lag Lag Lag Lead Lead Lead Lag Lag Lead Lead Lead -Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Vehicle Extension (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Recall Mode None C-Max C-Max None Max Max None None None None Walk Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Flash Dont Walk (s) 29.0 29.0 17.0 17.0 32.0 32.0 32.0 32.0 Pedestrian Calls (#/hr) 0 0 0 0 0 0 0 0 Act Effct Green (s) 64.7 64.7 64.7 71.5 71.5 71.5 14.9 14.9 10.3 10.3 Actuated g/C Ratio 0.54 0.54 0.54 0.60 0.60 0.60 0.12 0.12 0.09 0.09 v/c Ratio 0.06 0.45 0.41 0.88 0.83 0.03 1.96 1.66 0.79 0.39 Control Delay 16.5 17.5 2.6 47.0 24.7 0.1 476.9 344.1 110.4 61.8 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 16.5 17.5 2.6 47.0 24.7 0.1 476.9 344.1 110.4 61.8 LOS B B A D C A F F F E Approach Delay 13.8 26.6 412.7 89.8 Approach LOS B C F F 90th %ile Green (s) 17.7 64.7 64.7 10.7 57.7 57.7 11.4 11.4 11.4 11.4 90th %ile Term Code Hold Coord Coord Max Coord Coord Max Max Max Max 70th %ile Green (s) 17.7 64.7 64.7 10.7 57.7 57.7 11.4 11.4 11.4 11.4 70th %ile Term Code Hold Coord Coord Max Coord Coord Max Max Max Max 50th %ile Green (s) 0.0 64.7 64.7 10.7 80.7 80.7 11.4 11.4 11.4 11.4 50th %ile Term Code Skip Coord Coord Max Coord Coord Max Max Max Max 30th %ile Green (s) 0.0 64.7 64.7 10.7 80.7 80.7 12.0 12.0 10.8 10.8 30th %ile Term Code Skip Coord Coord Max Coord Coord Max Max Gap Gap 10th %ile Green (s) 0.0 64.7 64.7 10.7 80.7 80.7 28.4 28.4 0.0 0.0 10th %ile Term Code Skip Coord Coord Max Coord Coord Max Max Skip Skip Queue Length 50th (ft) 4 208 0 69 416 0 -552 -460 47 33 Queue Length 95th (ft) 14 245 46 #286 #845 0 #760 #667 #121 73 Internal Link Dist (ft) 906 1114 385 335 Turn Bay Length (ft) 400 600 435 400 180 Base Capacity (vph) 319 2769 1024 291 3000 558 207 229 85 126 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.04 0.45 0.41 0.88 0.83 0.03 1.96 1.66 0.72 0.36 Intersection Summary Constellation Warehouse Development TIA Synchro 11 Report PM Peak Hour starts at 4:30 pm Page 2 Lanes, Volumes, Timings 2025 No Build PM Peak Hour 1: Mustang Dr/Mustang Ct & SH 26 08/18/2023 Area Type: Other Cycle Length: 120 Actuated Cycle Length: 120 Offset: 72 (60%), Referenced to phase 6:EBTL, Start of Green Natural Cycle: 145 Control Type: Actuated -Coordinated Maximum v/c Ratio: 1.96 Intersection Signal Delay: 80.5 Intersection LOS: F Intersection Capacity Utilization 93.3% ICU Level of Service F Analysis Period (min) 15 — Volume exceeds capacity, queue is theoretically infinite. Queue shown is maximum after two cycles. # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Splits and Phases: 1: Mustang Dr/Mustang Ct & SH 26 02 1 01 I O3 04 05 * -06 Constellation Warehouse Development TIA Synchro 11 Report PM Peak Hour starts at 4:30 pm Page 3 Timing Report, Sorted By Phase 2025 No Build PM Peak Hour 1: Mustang Dr/Mustang Ct & SH 26 08/18/2023 , Phase Number 2 3 4 5 6 Movement EBL WBTL SBTL NBTL WBL EBTL Lead/Lag Lag Lead Lead Lag Lead Lag Lead -Lag Optimize Yes Yes Yes Yes Yes Yes Recall Mode None Max None None None C-Max Maximum Split (s) 23 63 17 17 16 70 Maximum Split (%) 19.2% 52.5% 14.2% 14.2% 13.3% 58.3% Minimum Split (s) 10.3 26.3 41.6 41.6 10.3 38.3 Yellow Time (s) 4.3 4.3 3.6 3.6 4.3 4.3 All -Red Time (s) 1 1 2 2 1 1 Minimum Initial (s) 5 15 5 5 5 15 Vehicle Extension (s) 2 2 2 2 2 2 Minimum Gap (s) 2 2 2 2 2 2 Time Before Reduce (s) 0 0 0 0 0 0 Time To Reduce (s) 0 0 0 0 0 0 Walk Time (s) 4 4 4 4 Flash Dont Walk (s) 17 32 32 29 Dual Entry Yes Yes Yes No No Yes Inhibit Max Yes Yes Yes Yes Yes Yes Start Time (s) 119 56 22 39 56 72 End Time (s) 22 119 39 56 72 22 Yield/Force Off (s) 16.7 113.7 33.4 50.4 66.7 16.7 Yield/Force Off 170(s) 16.7 96.7 1.4 18.4 66.7 107.7 Local Start Time (s) 47 104 70 87 104 0 Local Yield (s) 64.7 41.7 81.4 98.4 114.7 64.7 Local Yield 170(s) 64.7 24.7 49.4 66.4 114.7 35.7 Intersection Summa Cycle Length 120 Control Type Actuated -Coordinated Natural Cycle 145 Offset: 72 (60%), Referenced to phase 6:EBTL, Start of Green Splits and Phases: 1: Mustang Dr/Mustang Ct & SH 26 01 I O3 04 Constellation Warehouse Development TIA Synchro 11 Report PM Peak Hour starts at 4:30 pm Page 4 HCM 6th TWSC 2025 No Build PM Peak Hour 2: Mustang Ct & Southwestern St/Existing Development Driveway 08/18/2023 Intersection Int Delay, s/veh 5.2 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 0 3 7 58 7 0 7 19 18 0 50 0 Future Vol, veh/h 0 3 7 58 7 0 7 19 18 0 50 0 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - None - None None - None Storage Length - - Veh in Median Storage, # 0 - 0 0 - - 0 Grade, % 0 0 0 - 0 Peak Hour Factor 75 75 75 75 75 75 75 75 75 75 75 75 Heavy Vehicles, % 0 50 92 83 0 0 90 0 67 0 0 0 Mvmt Flow 0 4 9 77 9 0 9 25 24 0 67 0 Major/Minor Minor2 Minorl Majorl Major2 Conflicting Flow All 127 134 67 129 122 37 67 0 0 49 0 0 Stage 1 67 67 - 55 55 - - - - - - - Stage 2 60 67 - 74 67 - - - Critical Hdwy 7.1 7 7.12 7.93 6.5 6.2 5 4.1 Critical Hdwy Stg 1 6.1 6 - 6.93 5.5 - - - - Critical Hdwy Stg 2 6.1 6 - 6.93 5.5 - - - - - Follow-up Hdwy 3.5 4.45 4.128 4.247 4 3.3 3.01 - 2.2 Pot Cap-1 Maneuver 851 676 794 688 772 1041 1121 1571 Stage 1 948 754 - 788 853 - - - Stage 2 957 754 - 768 843 - - - - Platoon blocked, % Mov Cap-1 Maneuver 838 671 794 673 766 1041 1121 1571 Mov Cap-2 Maneuver 838 671 - 673 766 - - - Stage 1 940 754 782 846 - - - Stage 2 939 748 755 843 - - Approach EB WB NB SIB HCM Control Delay, s 9.9 11 1.3 0 HCM LOS A B Minor Lane/Major Mvmt NBL NBT NBR EBLnlWBLnl SBL SBT SBR Capacity (veh/h) 1121 - 753 682 1571 HCM Lane V/C Ratio 0.008 - 0.018 0.127 - HCM Control Delay (s) 8.2 0 9.9 11 0 HCM Lane LOS A A A B A HCM 95th %tile Q(veh) 0 - 0.1 0.4 0 Constellation Warehouse Development TIA Synchro 11 Report PM Peak Hour starts at 4:30 pm Page 1 Lanes, Volumes, Timings 2030 (No Build + 5 Years) AM Peak Hour 1: Mustang Dr/Mustang Ct & SH 26 1I08/18/2023 -11 --1. 4--- t t Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations ) ttt r ) ttt r Traffic Volume (vph) 31 3073 990 167 733 48 414 18 215 45 10 3 Future Volume (vph) 31 3073 990 167 733 48 414 18 215 45 10 3 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 400 600 435 400 0 0 180 0 Storage Lanes 1 1 1 1 1 0 1 0 Taper Length (ft) 125 120 25 25 Lane Util. Factor 1.00 0.91 1.00 1.00 0.91 1.00 0.95 0.95 1.00 1.00 1.00 1.00 Frt 0.850 0.850 0.897 0.968 Flt Protected 0.950 0.950 0.950 0.988 0.950 Satd. Flow (prot) 1805 5136 1538 1787 5036 854 1665 1535 0 902 1320 0 Flt Permitted 0.347 0.088 0.950 0.988 0.950 Satd. Flow (perm) 659 5136 1538 166 5036 854 1665 1535 0 902 1320 0 Right Turn on Red Yes Yes Yes No Satd. Flow (RTOR) 818 123 71 Link Speed (mph) 45 45 35 35 Link Distance (ft) 986 1194 465 415 Travel Time (s) 14.9 18.1 9.1 8.1 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Heavy Vehicles (%) 0% 1 % 5% 1 % 3% 89% 3% 0% 5% 100% 50% 0% Adj. Flow (vph) 33 3235 1042 176 772 51 436 19 226 47 11 3 Shared Lane Traffic (%) 19% Lane Group Flow (vph) 33 3235 1042 176 772 51 353 328 0 47 14 0 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left L NA Right Median Width(ft) 20 20 24 12 Link Offset(ft) 0 0 0 0 Crosswalk Width(ft) 16 16 16 16 Two way Left Turn Lane Yes Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph) 15 9 15 9 15 9 15 9 Number of Detectors 1 2 1 1 2 1 1 2 1 2 Detector Template Left Thru Right Left Thru Right Left Thru Left Thru Leading Detector (ft) 20 100 20 20 100 20 20 100 20 100 Trailing Detector (ft) 0 0 0 0 0 0 0 0 0 0 Detector 1 Position(ft) 0 0 0 0 0 0 0 0 0 0 Detector 1 Size(ft) 20 6 20 20 6 20 20 6 20 6 Detector 1 Type CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex Detector 1 Channel Detector 1 Extend (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 2 Position(ft) 94 94 94 94 Detector 2 Size(ft) 6 6 6 6 Detector 2 Type CI+Ex CI+Ex CI+Ex CI+Ex Detector 2 Channel Detector 2 Extend (s) 0.0 0.0 0.0 0.0 Turn Type pm+pt NA Perm pm+pt NA Perm Split NA Split NA Protected Phases 1 6 5 2 4 4 3 3 Constellation Warehouse Development TIA Synchro 11 Report AM Peak Hour starts at 7:30 am Page 1 Lanes, Volumes, Timings 2030 (No Build + 5 Years) AM Peak Hour 1: Mustang Dr/Mustang Ct & SH 26 08/18/2023 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Permitted Phases 6 6 2 2 Detector Phase 1 6 6 5 2 2 4 4 3 3 Switch Phase Minimum Initial (s) 5.0 15.0 15.0 5.0 15.0 15.0 5.0 5.0 5.0 5.0 Minimum Split (s) 10.3 38.3 38.3 10.3 26.3 26.3 41.6 41.6 41.6 41.6 Total Split (s) 24.0 63.0 63.0 15.0 54.0 54.0 14.0 14.0 28.0 28.0 Total Split (%) 20.0% 52.5% 52.5% 12.5% 45.0% 45.0% 11.7% 11.7% 23.3% 23.3% Maximum Green (s) 18.7 57.7 57.7 9.7 48.7 48.7 8.4 8.4 22.4 22.4 Yellow Time (s) 4.3 4.3 4.3 4.3 4.3 4.3 3.6 3.6 3.6 3.6 All -Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 2.0 2.0 2.0 2.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 5.3 5.3 5.3 5.3 5.3 5.3 5.6 5.6 5.6 5.6 Lead/Lag Lag Lag Lag Lead Lead Lead Lag Lag Lead Lead Lead -Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Vehicle Extension (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Recall Mode None C-Max C-Max None Max Max None None None None Walk Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Flash Dont Walk (s) 29.0 29.0 17.0 17.0 32.0 32.0 32.0 32.0 Pedestrian Calls (#/hr) 0 0 0 0 0 0 0 0 Act Effct Green (s) 58.0 58.0 58.0 58.3 58.3 58.3 22.1 22.1 10.8 10.8 Actuated g/C Ratio 0.48 0.48 0.48 0.49 0.49 0.49 0.18 0.18 0.09 0.09 v/c Ratio 0.07 1.30 0.89 0.85 0.32 0.11 1.15 0.96 0.59 0.12 Control Delay 17.9 168.9 17.2 59.1 21.0 0.5 143.0 79.8 78.5 49.5 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 17.9 168.9 17.2 59.1 21.0 0.5 143.0 79.8 78.5 49.5 LOS B F B E C A F E E D Approach Delay 131.1 26.7 112.5 71.9 Approach LOS F C F E 90th %ile Green (s) 18.7 57.7 57.7 9.7 48.7 48.7 13.8 13.8 17.0 17.0 90th %ile Term Code Hold Coord Coord Max Coord Coord Max Max Gap Gap 70th %ile Green (s) 18.7 57.7 57.7 9.7 48.7 48.7 17.5 17.5 13.3 13.3 70th %ile Term Code Hold Coord Coord Max Coord Coord Max Max Gap Gap 50th %ile Green (s) 18.7 57.7 57.7 9.7 48.7 48.7 20.2 20.2 10.6 10.6 50th %ile Term Code Hold Coord Coord Max Coord Coord Max Max Gap Gap 30th %ile Green (s) 0.0 57.7 57.7 9.7 72.7 72.7 22.8 22.8 8.0 8.0 30th %ile Term Code Skip Coord Coord Max Coord Coord Max Max Gap Gap 10th %ile Green (s) 0.0 59.0 59.0 8.4 72.7 72.7 36.4 36.4 0.0 0.0 10th %ile Term Code Skip Coord Coord Gap Coord Coord Max Max Skip Skip Queue Length 50th (ft) 13 -1180 167 92 151 0 -361 -235 36 10 Queue Length 95th (ft) 31 #1261 #643 #226 187 0 #634 #497 74 30 Internal Link Dist (ft) 906 1114 385 335 Turn Bay Length (ft) 400 600 435 400 180 Base Capacity (vph) 496 2480 1166 211 2446 477 307 341 168 246 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.07 1.30 0.89 0.83 0.32 0.11 1.15 0.96 0.28 0.06 Intersection Summary Constellation Warehouse Development TIA Synchro 11 Report AM Peak Hour starts at 7:30 am Page 2 Lanes, Volumes, Timings 2030 (No Build + 5 Years) AM Peak Hour 1: Mustang Dr/Mustang Ct & SH 26 08/18/2023 Area Type: Other Cycle Length: 120 Actuated Cycle Length: 120 Offset: 72 (60%), Referenced to phase 6:EBTL, Start of Green Natural Cycle: 145 Control Type: Actuated -Coordinated Maximum v/c Ratio: 1.30 Intersection Signal Delay: 111.2 Intersection LOS: F Intersection Capacity Utilization 109.5% ICU Level of Service H Analysis Period (min) 15 — Volume exceeds capacity, queue is theoretically infinite. Queue shown is maximum after two cycles. # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Splits and Phases: 1: Mustang Dr/Mustang Ct & SH 26 02 01 O3 04 05 *6 Constellation Warehouse Development TIA Synchro 11 Report AM Peak Hour starts at 7:30 am Page 3 Timing Report, Sorted By Phase 2030 (No Build + 5 Years) AM Peak Hour 1: Mustang Dr/Mustang Ct & SH 26 08/18/2023 , Phase Number 2 3 4 5 6 Movement EBL WBTL SBTL NBTL WBL EBTL Lead/Lag Lag Lead Lead Lag Lead Lag Lead -Lag Optimize Yes Yes Yes Yes Yes Yes Recall Mode None Max None None None C-Max Maximum Split (s) 24 54 28 14 15 63 Maximum Split (%) 20.0% 45.0% 23.3% 11.7% 12.5% 52.5% Minimum Split (s) 10.3 26.3 41.6 41.6 10.3 38.3 Yellow Time (s) 4.3 4.3 3.6 3.6 4.3 4.3 All -Red Time (s) 1 1 2 2 1 1 Minimum Initial (s) 5 15 5 5 5 15 Vehicle Extension (s) 2 2 2 2 2 2 Minimum Gap (s) 2 2 2 2 2 2 Time Before Reduce (s) 0 0 0 0 0 0 Time To Reduce (s) 0 0 0 0 0 0 Walk Time (s) 4 4 4 4 Flash Dont Walk (s) 17 32 32 29 Dual Entry Yes Yes Yes No No Yes Inhibit Max Yes Yes Yes Yes Yes Yes Start Time (s) 111 57 15 43 57 72 End Time (s) 15 111 43 57 72 15 Yield/Force Off (s) 9.7 105.7 37.4 51.4 66.7 9.7 Yield/Force Off 170(s) 9.7 88.7 5.4 19.4 66.7 100.7 Local Start Time (s) 39 105 63 91 105 0 Local Yield (s) 57.7 33.7 85.4 99.4 114.7 57.7 Local Yield 170(s) 57.7 16.7 53.4 67.4 114.7 28.7 Intersection Summa Cycle Length 120 Control Type Actuated -Coordinated Natural Cycle 145 Offset: 72 (60%), Referenced to phase 6:EBTL, Start of Green Splits and Phases: 1: Mustang Dr/Mustang Ct & SH 26 02 01 03 04 O5 � --1*06 Constellation Warehouse Development TIA Synchro 11 Report AM Peak Hour starts at 7:30 am Page 4 HCM 6th TWSC 2030 (No Build + 5 Years) AM Peak Hour 2: Mustang Ct & Southwestern St/Existing Development Driveway 08/18/2023 Intersection Int Delay, s/veh 4.5 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 0 5 36 17 0 0 30 51 36 0 15 0 Future Vol, veh/h 0 5 36 17 0 0 30 51 36 0 15 0 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - None - None None - None Storage Length - - Veh in Median Storage, # 0 - 0 0 - - 0 Grade, % 0 0 0 - 0 Peak Hour Factor 75 75 75 75 75 75 75 75 75 75 75 75 Heavy Vehicles, % 0 50 92 83 0 0 90 0 67 0 0 0 Mvmt Flow 0 7 48 23 0 0 40 68 48 0 20 0 Major/Minor Minor2 Minorl Majorl Major2 Conflicting Flow All 192 216 20 220 192 92 20 0 0 116 0 0 Stage 1 20 20 - 172 172 - - - - - - - Stage 2 172 196 - 48 20 - - - - Critical Hdwy 7.1 7 7.12 7.93 6.5 6.2 5 - 4.1 Critical Hdwy Stg 1 6.1 6 - 6.93 5.5 - - - - Critical Hdwy Stg 2 6.1 6 - 6.93 5.5 - - - - - Follow-up Hdwy 3.5 4.45 4.128 4.247 4 3.3 3.01 - 2.2 Pot Cap-1 Maneuver 772 606 848 593 707 971 1173 1485 Stage 1 1004 792 - 673 760 - - - - Stage 2 835 657 - 795 883 - - - - Platoon blocked, % Mov Cap-1 Maneuver 750 584 848 539 681 971 1173 - 1485 Mov Cap-2 Maneuver 750 584 - 539 681 - - - Stage 1 967 792 648 732 - - - Stage 2 804 633 744 883 - - Approach EB WB NB SIB HCM Control Delay, s 9.8 12 2.1 0 HCM LOS A B Minor Lane/Major Mvmt NBL NBT NBR EBLnlWBLnl SBL SBT SBR Capacity (veh/h) 1173 - 804 539 1485 HCM Lane V/C Ratio 0.034 - 0.068 0.042 - HCM Control Delay (s) 8.2 0 9.8 12 0 HCM Lane LOS A A A B A HCM 95th %tile Q(veh) 0.1 - - 0.2 0.1 0 Constellation Warehouse Development TIA Synchro 11 Report AM Peak Hour starts at 7:30 am Page 1 Lanes, Volumes, Timings 2030 (No Build + 5 Years) PM Peak Hour 1: Mustang Dr/Mustang Ct & SH 26 1I08/18/2023 -11 --1. 4--- t t Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations ) ttt r ) ttt r Traffic Volume (vph) 13 1381 466 280 2739 19 620 14 229 64 34 10 Future Volume (vph) 13 1381 466 280 2739 19 620 14 229 64 34 10 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 400 600 435 400 0 0 180 0 Storage Lanes 1 1 1 1 1 0 1 0 Taper Length (ft) 125 120 25 25 Lane Util. Factor 1.00 0.91 1.00 1.00 0.91 1.00 0.95 0.95 1.00 1.00 1.00 1.00 Frt 0.850 0.850 0.918 0.965 Flt Protected 0.950 0.950 0.950 0.980 0.950 Satd. Flow (prot) 1805 5136 1538 1787 5036 854 1665 1561 0 902 1326 0 Flt Permitted 0.069 0.102 0.950 0.980 0.950 Satd. Flow (perm) 131 5136 1538 192 5036 854 1665 1561 0 902 1326 0 Right Turn on Red Yes Yes Yes No Satd. Flow (RTOR) 491 123 40 Link Speed (mph) 45 45 35 35 Link Distance (ft) 986 1194 465 415 Travel Time (s) 14.9 18.1 9.1 8.1 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Heavy Vehicles (%) 0% 1 % 5% 1 % 3% 89% 3% 0% 5% 100% 50% 0% Adj. Flow (vph) 14 1454 491 295 2883 20 653 15 241 67 36 11 Shared Lane Traffic (%) 28% Lane Group Flow (vph) 14 1454 491 295 2883 20 470 439 0 67 47 0 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left L NA Right Median Width(ft) 20 20 24 12 Link Offset(ft) 0 0 0 0 Crosswalk Width(ft) 16 16 16 16 Two way Left Turn Lane Yes Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph) 15 9 15 9 15 9 15 9 Number of Detectors 1 2 1 1 2 1 1 2 1 2 Detector Template Left Thru Right Left Thru Right Left Thru Left Thru Leading Detector (ft) 20 100 20 20 100 20 20 100 20 100 Trailing Detector (ft) 0 0 0 0 0 0 0 0 0 0 Detector 1 Position(ft) 0 0 0 0 0 0 0 0 0 0 Detector 1 Size(ft) 20 6 20 20 6 20 20 6 20 6 Detector 1 Type CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex Detector 1 Channel Detector 1 Extend (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 2 Position(ft) 94 94 94 94 Detector 2 Size(ft) 6 6 6 6 Detector 2 Type CI+Ex CI+Ex CI+Ex CI+Ex Detector 2 Channel Detector 2 Extend (s) 0.0 0.0 0.0 0.0 Turn Type pm+pt NA Perm pm+pt NA Perm Split NA Split NA Protected Phases 1 6 5 2 4 4 3 3 Constellation Warehouse Development TIA Synchro 11 Report PM Peak Hour starts at 4:30 pm Page 1 Lanes, Volumes, Timings 2030 (No Build + 5 Years) PM Peak Hour 1: Mustang Dr/Mustang Ct & SH 26 08/18/2023 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Permitted Phases 6 6 2 2 Detector Phase 1 6 6 5 2 2 4 4 3 3 Switch Phase Minimum Initial (s) 5.0 15.0 15.0 5.0 15.0 15.0 5.0 5.0 5.0 5.0 Minimum Split (s) 10.3 38.3 38.3 10.3 26.3 26.3 41.6 41.6 41.6 41.6 Total Split (s) 23.0 70.0 70.0 16.0 63.0 63.0 17.0 17.0 17.0 17.0 Total Split (%) 19.2% 58.3% 58.3% 13.3% 52.5% 52.5% 14.2% 14.2% 14.2% 14.2% Maximum Green (s) 17.7 64.7 64.7 10.7 57.7 57.7 11.4 11.4 11.4 11.4 Yellow Time (s) 4.3 4.3 4.3 4.3 4.3 4.3 3.6 3.6 3.6 3.6 All -Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 2.0 2.0 2.0 2.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 5.3 5.3 5.3 5.3 5.3 5.3 5.6 5.6 5.6 5.6 Lead/Lag Lag Lag Lag Lead Lead Lead Lag Lag Lead Lead Lead -Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Vehicle Extension (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Recall Mode None C-Max C-Max None Max Max None None None None Walk Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Flash Dont Walk (s) 29.0 29.0 17.0 17.0 32.0 32.0 32.0 32.0 Pedestrian Calls (#/hr) 0 0 0 0 0 0 0 0 Act Effct Green (s) 64.7 64.7 64.7 71.5 71.5 71.5 12.1 12.1 10.7 10.7 Actuated g/C Ratio 0.54 0.54 0.54 0.60 0.60 0.60 0.10 0.10 0.09 0.09 v/c Ratio 0.07 0.53 0.47 1.15 0.96 0.04 2.80 2.27 0.84 0.40 Control Delay 17.2 18.6 2.8 128.3 34.0 0.1 845.9 611.7 117.9 61.8 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 17.2 18.6 2.8 128.3 34.0 0.1 845.9 611.7 117.9 61.8 LOS B B A F C A F F F E Approach Delay 14.7 42.5 732.8 94.8 Approach LOS B D F F 90th %ile Green (s) 17.7 64.7 64.7 10.7 57.7 57.7 11.4 11.4 11.4 11.4 90th %ile Term Code Hold Coord Coord Max Coord Coord Max Max Max Max 70th %ile Green (s) 17.7 64.7 64.7 10.7 57.7 57.7 11.4 11.4 11.4 11.4 70th %ile Term Code Hold Coord Coord Max Coord Coord Max Max Max Max 50th %ile Green (s) 0.0 64.7 64.7 10.7 80.7 80.7 11.4 11.4 11.4 11.4 50th %ile Term Code Skip Coord Coord Max Coord Coord Max Max Max Max 30th %ile Green (s) 0.0 64.7 64.7 10.7 80.7 80.7 11.4 11.4 11.4 11.4 30th %ile Term Code Skip Coord Coord Max Coord Coord Max Max Max Max 10th %ile Green (s) 0.0 64.7 64.7 10.7 80.7 80.7 15.0 15.0 7.8 7.8 10th %ile Term Code Skip Coord Coord Max Coord Coord Max Max Gap Gap Queue Length 50th (ft) 5 254 0 -164 572 0 -663 -564 52 35 Queue Length 95th (ft) 15 296 49 #406 #1073 0 #882 #781 #136 75 Internal Link Dist (ft) 906 1114 385 335 Turn Bay Length (ft) 400 600 435 400 180 Base Capacity (vph) 317 2769 1055 256 3000 558 168 193 85 125 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.04 0.53 0.47 1.15 0.96 0.04 2.80 2.27 0.79 0.38 Intersection Summary Constellation Warehouse Development TIA Synchro 11 Report PM Peak Hour starts at 4:30 pm Page 2 Lanes, Volumes, Timings 2030 (No Build + 5 Years) PM Peak Hour 1: Mustang Dr/Mustang Ct & SH 26 08/18/2023 Area Type: Other Cycle Length: 120 Actuated Cycle Length: 120 Offset: 72 (60%), Referenced to phase 6:EBTL, Start of Green Natural Cycle: 145 Control Type: Actuated -Coordinated Maximum v/c Ratio: 2.80 Intersection Signal Delay: 136.2 Intersection LOS: F Intersection Capacity Utilization 104.0% ICU Level of Service G Analysis Period (min) 15 — Volume exceeds capacity, queue is theoretically infinite. Queue shown is maximum after two cycles. # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Splits and Phases: 1: Mustang Dr/Mustang Ct & SH 26 02 1 01 I O3 04 05 * -06 Constellation Warehouse Development TIA Synchro 11 Report PM Peak Hour starts at 4:30 pm Page 3 Timing Report, Sorted By Phase 2030 (No Build + 5 Years) PM Peak Hour 1: Mustang Dr/Mustang Ct & SH 26 08/18/2023 , Phase Number 2 3 4 5 6 Movement EBL WBTL SBTL NBTL WBL EBTL Lead/Lag Lag Lead Lead Lag Lead Lag Lead -Lag Optimize Yes Yes Yes Yes Yes Yes Recall Mode None Max None None None C-Max Maximum Split (s) 23 63 17 17 16 70 Maximum Split (%) 19.2% 52.5% 14.2% 14.2% 13.3% 58.3% Minimum Split (s) 10.3 26.3 41.6 41.6 10.3 38.3 Yellow Time (s) 4.3 4.3 3.6 3.6 4.3 4.3 All -Red Time (s) 1 1 2 2 1 1 Minimum Initial (s) 5 15 5 5 5 15 Vehicle Extension (s) 2 2 2 2 2 2 Minimum Gap (s) 2 2 2 2 2 2 Time Before Reduce (s) 0 0 0 0 0 0 Time To Reduce (s) 0 0 0 0 0 0 Walk Time (s) 4 4 4 4 Flash Dont Walk (s) 17 32 32 29 Dual Entry Yes Yes Yes No No Yes Inhibit Max Yes Yes Yes Yes Yes Yes Start Time (s) 119 56 22 39 56 72 End Time (s) 22 119 39 56 72 22 Yield/Force Off (s) 16.7 113.7 33.4 50.4 66.7 16.7 Yield/Force Off 170(s) 16.7 96.7 1.4 18.4 66.7 107.7 Local Start Time (s) 47 104 70 87 104 0 Local Yield (s) 64.7 41.7 81.4 98.4 114.7 64.7 Local Yield 170(s) 64.7 24.7 49.4 66.4 114.7 35.7 Intersection Summa Cycle Length 120 Control Type Actuated -Coordinated Natural Cycle 145 Offset: 72 (60%), Referenced to phase 6:EBTL, Start of Green Splits and Phases: 1: Mustang Dr/Mustang Ct & SH 26 01 I O3 04 Constellation Warehouse Development TIA Synchro 11 Report PM Peak Hour starts at 4:30 pm Page 4 HCM 6th TWSC 2030 (No Build + 5 Years) PM Peak Hour 2: Mustang Ct & Southwestern St/Existing Development Driveway 08/18/2023 Intersection Int Delay, s/veh 5.7 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 0 4 9 68 9 0 9 19 21 0 50 0 Future Vol, veh/h 0 4 9 68 9 0 9 19 21 0 50 0 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - None - None None - None Storage Length - - Veh in Median Storage, # 0 - 0 0 - - 0 Grade, % 0 0 0 - 0 Peak Hour Factor 75 75 75 75 75 75 75 75 75 75 75 75 Heavy Vehicles, % 0 50 92 83 0 0 90 0 67 0 0 0 Mvmt Flow 0 5 12 91 12 0 12 25 28 0 67 0 Major/Minor Minor2 Minorl Majorl Major2 Conflicting Flow All 136 144 67 139 130 39 67 0 0 53 0 0 Stage 1 67 67 - 63 63 - - - - - - - Stage 2 69 77 - 76 67 - - - Critical Hdwy 7.1 7 7.12 7.93 6.5 6.2 5 4.1 Critical Hdwy Stg 1 6.1 6 - 6.93 5.5 - - - - Critical Hdwy Stg 2 6.1 6 - 6.93 5.5 - - - - - Follow-up Hdwy 3.5 4.45 4.128 4.247 4 3.3 3.01 - 2.2 Pot Cap-1 Maneuver 840 667 794 677 764 1038 1121 1566 Stage 1 948 754 - 779 846 - - - Stage 2 946 746 - 766 843 - - - - - Platoon blocked, % Mov Cap-1 Maneuver 823 660 794 657 756 1038 1121 1566 - Mov Cap-2 Maneuver 823 660 - 657 756 - - - Stage 1 938 754 770 837 - - - - Stage 2 922 738 749 843 - - Approach EB WB NB SIB HCM Control Delay, s 9.9 11.4 1.5 0 HCM LOS A B Minor Lane/Major Mvmt NBL NBT NBR EBLnlWBLnl SBL SBT SBR Capacity (veh/h) 1121 - 747 667 1566 HCM Lane V/C Ratio 0.011 - 0.023 0.154 - HCM Control Delay (s) 8.2 0 9.9 11.4 0 HCM Lane LOS A A A B A HCM 95th %tile Q(veh) 0 - 0.1 0.5 0 Constellation Warehouse Development TIA Synchro 11 Report PM Peak Hour starts at 4:30 pm Page 1 Lanes, Volumes, Timings 2025 Build AM Peak Hour 1: Mustang Dr/Mustang Ct & SH 26 1I08/18/2023 -11 --1. 4--- t t Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations ) ttt r ) ttt r Traffic Volume (vph) 36 2651 854 144 632 62 358 32 186 41 10 4 Future Volume (vph) 36 2651 854 144 632 62 358 32 186 41 10 4 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 400 600 435 400 0 0 180 0 Storage Lanes 1 1 1 1 1 0 1 0 Taper Length (ft) 125 120 25 25 Lane Util. Factor 1.00 0.91 1.00 1.00 0.91 1.00 0.95 0.95 1.00 1.00 1.00 1.00 Frt 0.850 0.850 0.900 0.960 Flt Protected 0.950 0.950 0.950 0.989 0.950 Satd. Flow (prot) 1805 5136 1538 1787 5036 854 1665 1545 0 902 1335 0 Flt Permitted 0.388 0.086 0.950 0.989 0.950 Satd. Flow (perm) 737 5136 1538 162 5036 854 1665 1545 0 902 1335 0 Right Turn on Red Yes Yes Yes No Satd. Flow (RTOR) 829 123 65 Link Speed (mph) 45 45 35 35 Link Distance (ft) 986 1194 465 415 Travel Time (s) 14.9 18.1 9.1 8.1 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Heavy Vehicles (%) 0% 1 % 5% 1 % 3% 89% 3% 0% 5% 100% 50% 0% Adj. Flow (vph) 38 2791 899 152 665 65 377 34 196 43 11 4 Shared Lane Traffic (%) 17% Lane Group Flow (vph) 38 2791 899 152 665 65 313 294 0 43 15 0 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left L NA Right Median Width(ft) 20 20 24 12 Link Offset(ft) 0 0 0 0 Crosswalk Width(ft) 16 16 16 16 Two way Left Turn Lane Yes Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph) 15 9 15 9 15 9 15 9 Number of Detectors 1 2 1 1 2 1 1 2 1 2 Detector Template Left Thru Right Left Thru Right Left Thru Left Thru Leading Detector (ft) 20 100 20 20 100 20 20 100 20 100 Trailing Detector (ft) 0 0 0 0 0 0 0 0 0 0 Detector 1 Position(ft) 0 0 0 0 0 0 0 0 0 0 Detector 1 Size(ft) 20 6 20 20 6 20 20 6 20 6 Detector 1 Type CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex Detector 1 Channel Detector 1 Extend (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 2 Position(ft) 94 94 94 94 Detector 2 Size(ft) 6 6 6 6 Detector 2 Type CI+Ex CI+Ex CI+Ex CI+Ex Detector 2 Channel Detector 2 Extend (s) 0.0 0.0 0.0 0.0 Turn Type pm+pt NA Perm pm+pt NA Perm Split NA Split NA Protected Phases 1 6 5 2 4 4 3 3 Constellation Warehouse Development TIA Synchro 11 Report AM Peak Hour starts at 7:30 am Page 1 Lanes, Volumes, Timings 2025 Build AM Peak Hour 1: Mustang Dr/Mustang Ct & SH 26 08/18/2023 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Permitted Phases 6 6 2 2 Detector Phase 1 6 6 5 2 2 4 4 3 3 Switch Phase Minimum Initial (s) 5.0 15.0 15.0 5.0 15.0 15.0 5.0 5.0 5.0 5.0 Minimum Split (s) 10.3 38.3 38.3 10.3 26.3 26.3 41.6 41.6 41.6 41.6 Total Split (s) 24.0 63.0 63.0 15.0 54.0 54.0 14.0 14.0 28.0 28.0 Total Split (%) 20.0% 52.5% 52.5% 12.5% 45.0% 45.0% 11.7% 11.7% 23.3% 23.3% Maximum Green (s) 18.7 57.7 57.7 9.7 48.7 48.7 8.4 8.4 22.4 22.4 Yellow Time (s) 4.3 4.3 4.3 4.3 4.3 4.3 3.6 3.6 3.6 3.6 All -Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 2.0 2.0 2.0 2.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 5.3 5.3 5.3 5.3 5.3 5.3 5.6 5.6 5.6 5.6 Lead/Lag Lag Lag Lag Lead Lead Lead Lag Lag Lead Lead Lead -Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Vehicle Extension (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Recall Mode None C-Max C-Max None Max Max None None None None Walk Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Flash Dont Walk (s) 29.0 29.0 17.0 17.0 32.0 32.0 32.0 32.0 Pedestrian Calls (#/hr) 0 0 0 0 0 0 0 0 Act Effct Green (s) 58.6 58.6 58.6 58.3 58.3 58.3 22.6 22.6 10.3 10.3 Actuated g/C Ratio 0.49 0.49 0.49 0.49 0.49 0.49 0.19 0.19 0.09 0.09 v/c Ratio 0.08 1.11 0.77 0.77 0.27 0.14 1.00 0.85 0.56 0.13 Control Delay 17.8 87.8 7.5 49.1 20.5 0.6 100.6 61.6 77.7 50.6 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 17.8 87.8 7.5 49.1 20.5 0.6 100.6 61.6 77.7 50.6 LOS B F A D C A F E E D Approach Delay 67.7 24.0 81.7 70.7 Approach LOS E C F E 90th %ile Green (s) 18.7 57.7 57.7 9.7 48.7 48.7 14.6 14.6 16.2 16.2 90th %ile Term Code Hold Coord Coord Max Coord Coord Max Max Gap Gap 70th %ile Green (s) 18.7 57.7 57.7 9.7 48.7 48.7 18.2 18.2 12.6 12.6 70th %ile Term Code Hold Coord Coord Max Coord Coord Max Max Gap Gap 50th %ile Green (s) 18.7 57.7 57.7 9.7 48.7 48.7 20.7 20.7 10.1 10.1 50th %ile Term Code Hold Coord Coord Max Coord Coord Max Max Gap Gap 30th %ile Green (s) 0.0 59.1 59.1 8.3 72.7 72.7 23.2 23.2 7.6 7.6 30th %ile Term Code Skip Coord Coord Gap Coord Coord Max Max Gap Gap 10th %ile Green (s) 0.0 60.6 60.6 6.8 72.7 72.7 36.4 36.4 0.0 0.0 10th %ile Term Code Skip Coord Coord Gap Coord Coord Max Max Skip Skip Queue Length 50th (ft) 15 -918 29 75 127 0 -287 189 33 11 Queue Length 95th (ft) 35 #1006 167 #180 159 0 #549 #430 70 32 Internal Link Dist (ft) 906 1114 385 335 Turn Bay Length (ft) 400 600 435 400 180 Base Capacity (vph) 525 2506 1174 210 2446 477 313 344 168 249 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.07 1.11 0.77 0.72 0.27 0.14 1.00 0.85 0.26 0.06 Intersection Summary Constellation Warehouse Development TIA Synchro 11 Report AM Peak Hour starts at 7:30 am Page 2 Lanes, Volumes, Timings 2025 Build AM Peak Hour 1: Mustang Dr/Mustang Ct & SH 26 08/18/2023 Area Type: Other Cycle Length: 120 Actuated Cycle Length: 120 Offset: 72 (60%), Referenced to phase 6:EBTL, Start of Green Natural Cycle: 145 Control Type: Actuated -Coordinated Maximum v/c Ratio: 1.11 Intersection Signal Delay: 62.0 Intersection LOS: E Intersection Capacity Utilization 98.0% ICU Level of Service F Analysis Period (min) 15 — Volume exceeds capacity, queue is theoretically infinite. Queue shown is maximum after two cycles. # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Splits and Phases: 1: Mustang Dr/Mustang Ct & SH 26 02 01 O3 04 05 *6 Constellation Warehouse Development TIA Synchro 11 Report AM Peak Hour starts at 7:30 am Page 3 Timing Report, Sorted By Phase 2025 Build AM Peak Hour 1: Mustang Dr/Mustang Ct & SH 26 08/18/2023 , Phase Number 2 3 4 5 6 Movement EBL WBTL SBTL NBTL WBL EBTL Lead/Lag Lag Lead Lead Lag Lead Lag Lead -Lag Optimize Yes Yes Yes Yes Yes Yes Recall Mode None Max None None None C-Max Maximum Split (s) 24 54 28 14 15 63 Maximum Split (%) 20.0% 45.0% 23.3% 11.7% 12.5% 52.5% Minimum Split (s) 10.3 26.3 41.6 41.6 10.3 38.3 Yellow Time (s) 4.3 4.3 3.6 3.6 4.3 4.3 All -Red Time (s) 1 1 2 2 1 1 Minimum Initial (s) 5 15 5 5 5 15 Vehicle Extension (s) 2 2 2 2 2 2 Minimum Gap (s) 2 2 2 2 2 2 Time Before Reduce (s) 0 0 0 0 0 0 Time To Reduce (s) 0 0 0 0 0 0 Walk Time (s) 4 4 4 4 Flash Dont Walk (s) 17 32 32 29 Dual Entry Yes Yes Yes No No Yes Inhibit Max Yes Yes Yes Yes Yes Yes Start Time (s) 111 57 15 43 57 72 End Time (s) 15 111 43 57 72 15 Yield/Force Off (s) 9.7 105.7 37.4 51.4 66.7 9.7 Yield/Force Off 170(s) 9.7 88.7 5.4 19.4 66.7 100.7 Local Start Time (s) 39 105 63 91 105 0 Local Yield (s) 57.7 33.7 85.4 99.4 114.7 57.7 Local Yield 170(s) 57.7 16.7 53.4 67.4 114.7 28.7 Intersection Summa Cycle Length 120 Control Type Actuated -Coordinated Natural Cycle 145 Offset: 72 (60%), Referenced to phase 6:EBTL, Start of Green Splits and Phases: 1: Mustang Dr/Mustang Ct & SH 26 02 01 03 04 O5 � --1*06 Constellation Warehouse Development TIA Synchro 11 Report AM Peak Hour starts at 7:30 am Page 4 HCM 6th TWSC 2025 Build AM Peak Hour 2: Mustang Ct & Southwestern St/Driveway CSD1 08/18/2023 Intersection Int Delay, s/veh 3.6 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 0 4 31 18 0 0 25 51 71 0 15 0 Future Vol, veh/h 0 4 31 18 0 0 25 51 71 0 15 0 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - None - None None - None Storage Length - - Veh in Median Storage, # 0 - 0 0 - - 0 Grade, % 0 0 0 - 0 Peak Hour Factor 75 75 75 75 75 75 75 75 75 75 75 75 Heavy Vehicles, % 0 50 92 83 0 0 90 0 67 0 0 0 Mvmt Flow 0 5 41 24 0 0 33 68 95 0 20 0 Major/Minor Minor2 Minorl Majorl Major2 Conflicting Flow All 202 249 20 225 202 116 20 0 0 163 0 0 Stage 1 20 20 - 182 182 - - - - - - - Stage 2 182 229 - 43 20 - - - - Critical Hdwy 7.1 7 7.12 7.93 6.5 6.2 5 - 4.1 Critical Hdwy Stg 1 6.1 6 - 6.93 5.5 - - - - Critical Hdwy Stg 2 6.1 6 - 6.93 5.5 - - - - - Follow-up Hdwy 3.5 4.45 4.128 4.247 4 3.3 3.01 - 2.2 Pot Cap-1 Maneuver 761 579 848 588 698 942 1173 1428 Stage 1 1004 792 - 664 753 - - - - Stage 2 824 634 - 800 883 - - - - Platoon blocked, % Mov Cap-1 Maneuver 743 561 848 542 676 942 1173 - 1428 Mov Cap-2 Maneuver 743 561 - 542 676 - - - Stage 1 973 792 643 730 - - - Stage 2 798 614 756 883 - - Approach EB WB NB SIB HCM Control Delay, s 9.8 12 1.4 0 HCM LOS A B Minor Lane/Major Mvmt NBL NBT NBR EBLnlWBLnl SBL SBT SBR Capacity (veh/h) 1173 - 801 542 1428 HCM Lane V/C Ratio 0.028 - 0.058 0.044 - HCM Control Delay (s) 8.2 0 9.8 12 0 HCM Lane LOS A A A B A HCM 95th %tile Q(veh) 0.1 - - 0.2 0.1 0 Constellation Warehouse Development TIA Synchro 11 Report AM Peak Hour starts at 7:30 am Page 1 Lanes, Volumes, Timings 2025 Build PM Peak Hour 1: Mustang Dr/Mustang Ct & SH 26 1I08/18/2023 -11 --1. 4--- t t Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations ) ttt r ) ttt r Traffic Volume (vph) 14 1191 402 242 2363 23 535 18 197 60 33 11 Future Volume (vph) 14 1191 402 242 2363 23 535 18 197 60 33 11 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 400 600 435 400 0 0 180 0 Storage Lanes 1 1 1 1 1 0 1 0 Taper Length (ft) 125 120 25 25 Lane Util. Factor 1.00 0.91 1.00 1.00 0.91 1.00 0.95 0.95 1.00 1.00 1.00 1.00 Frt 0.850 0.850 0.919 0.962 Flt Protected 0.950 0.950 0.950 0.980 0.950 Satd. Flow (prot) 1805 5136 1538 1787 5036 854 1665 1564 0 902 1332 0 Flt Permitted 0.071 0.138 0.950 0.980 0.950 Satd. Flow (perm) 135 5136 1538 260 5036 854 1665 1564 0 902 1332 0 Right Turn on Red Yes Yes Yes No Satd. Flow (RTOR) 423 123 39 Link Speed (mph) 45 45 35 35 Link Distance (ft) 986 1194 465 415 Travel Time (s) 14.9 18.1 9.1 8.1 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Heavy Vehicles (%) 0% 1 % 5% 1 % 3% 89% 3% 0% 5% 100% 50% 0% Adj. Flow (vph) 15 1254 423 255 2487 24 563 19 207 63 35 12 Shared Lane Traffic (%) 28% Lane Group Flow (vph) 15 1254 423 255 2487 24 405 384 0 63 47 0 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left L NA Right Median Width(ft) 20 20 24 12 Link Offset(ft) 0 0 0 0 Crosswalk Width(ft) 16 16 16 16 Two way Left Turn Lane Yes Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph) 15 9 15 9 15 9 15 9 Number of Detectors 1 2 1 1 2 1 1 2 1 2 Detector Template Left Thru Right Left Thru Right Left Thru Left Thru Leading Detector (ft) 20 100 20 20 100 20 20 100 20 100 Trailing Detector (ft) 0 0 0 0 0 0 0 0 0 0 Detector 1 Position(ft) 0 0 0 0 0 0 0 0 0 0 Detector 1 Size(ft) 20 6 20 20 6 20 20 6 20 6 Detector 1 Type CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex Detector 1 Channel Detector 1 Extend (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 2 Position(ft) 94 94 94 94 Detector 2 Size(ft) 6 6 6 6 Detector 2 Type CI+Ex CI+Ex CI+Ex CI+Ex Detector 2 Channel Detector 2 Extend (s) 0.0 0.0 0.0 0.0 Turn Type pm+pt NA Perm pm+pt NA Perm Split NA Split NA Protected Phases 1 6 5 2 4 4 3 3 Constellation Warehouse Development TIA Synchro 11 Report PM Peak Hour starts at 4:30 pm Page 1 Lanes, Volumes, Timings 2025 Build PM Peak Hour 1: Mustang Dr/Mustang Ct & SH 26 08/18/2023 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Permitted Phases 6 6 2 2 Detector Phase 1 6 6 5 2 2 4 4 3 3 Switch Phase Minimum Initial (s) 5.0 15.0 15.0 5.0 15.0 15.0 5.0 5.0 5.0 5.0 Minimum Split (s) 10.3 38.3 38.3 10.3 26.3 26.3 41.6 41.6 41.6 41.6 Total Split (s) 23.0 70.0 70.0 16.0 63.0 63.0 17.0 17.0 17.0 17.0 Total Split (%) 19.2% 58.3% 58.3% 13.3% 52.5% 52.5% 14.2% 14.2% 14.2% 14.2% Maximum Green (s) 17.7 64.7 64.7 10.7 57.7 57.7 11.4 11.4 11.4 11.4 Yellow Time (s) 4.3 4.3 4.3 4.3 4.3 4.3 3.6 3.6 3.6 3.6 All -Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 2.0 2.0 2.0 2.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 5.3 5.3 5.3 5.3 5.3 5.3 5.6 5.6 5.6 5.6 Lead/Lag Lag Lag Lag Lead Lead Lead Lag Lag Lead Lead Lead -Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Vehicle Extension (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Recall Mode None C-Max C-Max None Max Max None None None None Walk Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Flash Dont Walk (s) 29.0 29.0 17.0 17.0 32.0 32.0 32.0 32.0 Pedestrian Calls (#/hr) 0 0 0 0 0 0 0 0 Act Effct Green (s) 64.7 64.7 64.7 71.5 71.5 71.5 14.8 14.8 10.5 10.5 Actuated g/C Ratio 0.54 0.54 0.54 0.60 0.60 0.60 0.12 0.12 0.09 0.09 v/c Ratio 0.07 0.45 0.41 0.88 0.83 0.04 1.97 1.69 0.81 0.41 Control Delay 17.4 17.5 2.6 47.0 24.7 0.1 481.9 359.8 112.2 62.2 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 17.4 17.5 2.6 47.0 24.7 0.1 481.9 359.8 112.2 62.2 LOS B B A D C A F F F E Approach Delay 13.8 26.5 422.4 90.8 Approach LOS B C F F 90th %ile Green (s) 17.7 64.7 64.7 10.7 57.7 57.7 11.4 11.4 11.4 11.4 90th %ile Term Code Hold Coord Coord Max Coord Coord Max Max Max Max 70th %ile Green (s) 17.7 64.7 64.7 10.7 57.7 57.7 11.4 11.4 11.4 11.4 70th %ile Term Code Hold Coord Coord Max Coord Coord Max Max Max Max 50th %ile Green (s) 0.0 64.7 64.7 10.7 80.7 80.7 11.4 11.4 11.4 11.4 50th %ile Term Code Skip Coord Coord Max Coord Coord Max Max Max Max 30th %ile Green (s) 0.0 64.7 64.7 10.7 80.7 80.7 11.6 11.6 11.2 11.2 30th %ile Term Code Skip Coord Coord Max Coord Coord Max Max Gap Gap 10th %ile Green (s) 0.0 64.7 64.7 10.7 80.7 80.7 28.4 28.4 0.0 0.0 10th %ile Term Code Skip Coord Coord Max Coord Coord Max Max Skip Skip Queue Length 50th (ft) 5 208 0 69 416 0 -552 -470 48 35 Queue Length 95th (ft) 16 245 46 #286 #845 0 #760 #678 #128 75 Internal Link Dist (ft) 906 1114 385 335 Turn Bay Length (ft) 400 600 435 400 180 Base Capacity (vph) 319 2769 1024 291 3000 558 206 227 85 126 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.05 0.45 0.41 0.88 0.83 0.04 1.97 1.69 0.74 0.37 Intersection Summary Constellation Warehouse Development TIA Synchro 11 Report PM Peak Hour starts at 4:30 pm Page 2 Lanes, Volumes, Timings 2025 Build PM Peak Hour 1: Mustang Dr/Mustang Ct & SH 26 08/18/2023 Area Type: Other Cycle Length: 120 Actuated Cycle Length: 120 Offset: 72 (60%), Referenced to phase 6:EBTL, Start of Green Natural Cycle: 145 Control Type: Actuated -Coordinated Maximum v/c Ratio: 1.97 Intersection Signal Delay: 82.1 Intersection LOS: F Intersection Capacity Utilization 93.5% ICU Level of Service F Analysis Period (min) 15 — Volume exceeds capacity, queue is theoretically infinite. Queue shown is maximum after two cycles. # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Splits and Phases: 1: Mustang Dr/Mustang Ct & SH 26 02 1 01 I O3 04 05 * -06 Constellation Warehouse Development TIA Synchro 11 Report PM Peak Hour starts at 4:30 pm Page 3 Timing Report, Sorted By Phase 2025 Build PM Peak Hour 1: Mustang Dr/Mustang Ct & SH 26 08/18/2023 , Phase Number 2 3 4 5 6 Movement EBL WBTL SBTL NBTL WBL EBTL Lead/Lag Lag Lead Lead Lag Lead Lag Lead -Lag Optimize Yes Yes Yes Yes Yes Yes Recall Mode None Max None None None C-Max Maximum Split (s) 23 63 17 17 16 70 Maximum Split (%) 19.2% 52.5% 14.2% 14.2% 13.3% 58.3% Minimum Split (s) 10.3 26.3 41.6 41.6 10.3 38.3 Yellow Time (s) 4.3 4.3 3.6 3.6 4.3 4.3 All -Red Time (s) 1 1 2 2 1 1 Minimum Initial (s) 5 15 5 5 5 15 Vehicle Extension (s) 2 2 2 2 2 2 Minimum Gap (s) 2 2 2 2 2 2 Time Before Reduce (s) 0 0 0 0 0 0 Time To Reduce (s) 0 0 0 0 0 0 Walk Time (s) 4 4 4 4 Flash Dont Walk (s) 17 32 32 29 Dual Entry Yes Yes Yes No No Yes Inhibit Max Yes Yes Yes Yes Yes Yes Start Time (s) 119 56 22 39 56 72 End Time (s) 22 119 39 56 72 22 Yield/Force Off (s) 16.7 113.7 33.4 50.4 66.7 16.7 Yield/Force Off 170(s) 16.7 96.7 1.4 18.4 66.7 107.7 Local Start Time (s) 47 104 70 87 104 0 Local Yield (s) 64.7 41.7 81.4 98.4 114.7 64.7 Local Yield 170(s) 64.7 24.7 49.4 66.4 114.7 35.7 Intersection Summa Cycle Length 120 Control Type Actuated -Coordinated Natural Cycle 145 Offset: 72 (60%), Referenced to phase 6:EBTL, Start of Green Splits and Phases: 1: Mustang Dr/Mustang Ct & SH 26 01 I O3 04 Constellation Warehouse Development TIA Synchro 11 Report PM Peak Hour starts at 4:30 pm Page 4 HCM 6th TWSC 2025 Build PM Peak Hour 2: Mustang Ct & Southwestern St/Driveway CSD1 08/18/2023 Intersection Int Delay, s/veh 5 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 0 3 7 62 7 0 7 19 30 0 50 0 Future Vol, veh/h 0 3 7 62 7 0 7 19 30 0 50 0 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - None - None None - None Storage Length - - Veh in Median Storage, # 0 - 0 0 - - 0 Grade, % 0 0 0 - 0 Peak Hour Factor 75 75 75 75 75 75 75 75 75 75 75 75 Heavy Vehicles, % 0 50 92 83 0 0 90 0 67 0 0 0 Mvmt Flow 0 4 9 83 9 0 9 25 40 0 67 0 Major/Minor Minor2 Minorl Majorl Major2 Conflicting Flow All 135 150 67 137 130 45 67 0 0 65 0 0 Stage 1 67 67 - 63 63 - - - - - - - Stage 2 68 83 - 74 67 - - - Critical Hdwy 7.1 7 7.12 7.93 6.5 6.2 5 4.1 Critical Hdwy Stg 1 6.1 6 - 6.93 5.5 - - - - Critical Hdwy Stg 2 6.1 6 - 6.93 5.5 - - - - - Follow-up Hdwy 3.5 4.45 4.128 4.247 4 3.3 3.01 - 2.2 Pot Cap-1 Maneuver 841 662 794 679 764 1031 1121 1550 Stage 1 948 754 - 779 846 - - - Stage 2 947 741 - 768 843 - - - - Platoon blocked, % Mov Cap-1 Maneuver 828 657 794 664 758 1031 1121 1550 Mov Cap-2 Maneuver 828 657 - 664 758 - - - Stage 1 940 754 773 839 - - - Stage 2 929 735 755 843 - - Approach EB WB NB SIB HCM Control Delay, s 9.9 11.2 1 0 HCM LOS A B Minor Lane/Major Mvmt NBL NBT NBR EBLnlWBLnl SBL SBT SBR Capacity (veh/h) 1121 - 747 672 1550 HCM Lane V/C Ratio 0.008 - 0.018 0.137 - HCM Control Delay (s) 8.2 0 9.9 11.2 0 HCM Lane LOS A A A B A HCM 95th %tile Q(veh) 0 - 0.1 0.5 0 Constellation Warehouse Development TIA Synchro 11 Report PM Peak Hour starts at 4:30 pm Page 1 Lanes, Volumes, Timings 2030 (Build + 5 Years) AM Peak Hour 1: Mustang Dr/Mustang Ct & SH 26 1I08/18/2023 -11 --1. 4--- t t Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations ) ttt r ) ttt r Traffic Volume (vph) 39 3073 990 167 733 66 414 32 215 47 11 4 Future Volume (vph) 39 3073 990 167 733 66 414 32 215 47 11 4 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 400 600 435 400 0 0 180 0 Storage Lanes 1 1 1 1 1 0 1 0 Taper Length (ft) 125 120 25 25 Lane Util. Factor 1.00 0.91 1.00 1.00 0.91 1.00 0.95 0.95 1.00 1.00 1.00 1.00 Frt 0.850 0.850 0.899 0.962 Flt Protected 0.950 0.950 0.950 0.989 0.950 Satd. Flow (prot) 1805 5136 1538 1787 5036 854 1665 1542 0 902 1329 0 Flt Permitted 0.347 0.095 0.950 0.989 0.950 Satd. Flow (perm) 659 5136 1538 179 5036 854 1665 1542 0 902 1329 0 Right Turn on Red Yes Yes Yes No Satd. Flow (RTOR) 816 123 68 Link Speed (mph) 45 45 35 35 Link Distance (ft) 986 1194 465 415 Travel Time (s) 14.9 18.1 9.1 8.1 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Heavy Vehicles (%) 0% 1 % 5% 1 % 3% 89% 3% 0% 5% 100% 50% 0% Adj. Flow (vph) 41 3235 1042 176 772 69 436 34 226 49 12 4 Shared Lane Traffic (%) 17% Lane Group Flow (vph) 41 3235 1042 176 772 69 362 334 0 49 16 0 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left L NA Right Median Width(ft) 20 20 24 12 Link Offset(ft) 0 0 0 0 Crosswalk Width(ft) 16 16 16 16 Two way Left Turn Lane Yes Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph) 15 9 15 9 15 9 15 9 Number of Detectors 1 2 1 1 2 1 1 2 1 2 Detector Template Left Thru Right Left Thru Right Left Thru Left Thru Leading Detector (ft) 20 100 20 20 100 20 20 100 20 100 Trailing Detector (ft) 0 0 0 0 0 0 0 0 0 0 Detector 1 Position(ft) 0 0 0 0 0 0 0 0 0 0 Detector 1 Size(ft) 20 6 20 20 6 20 20 6 20 6 Detector 1 Type CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex Detector 1 Channel Detector 1 Extend (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 2 Position(ft) 94 94 94 94 Detector 2 Size(ft) 6 6 6 6 Detector 2 Type CI+Ex CI+Ex CI+Ex CI+Ex Detector 2 Channel Detector 2 Extend (s) 0.0 0.0 0.0 0.0 Turn Type pm+pt NA Perm pm+pt NA Perm Split NA Split NA Protected Phases 1 6 5 2 4 4 3 3 Constellation Warehouse Development TIA Synchro 11 Report AM Peak Hour starts at 7:30 am Page 1 Lanes, Volumes, Timings 2030 (Build + 5 Years) AM Peak Hour 1: Mustang Dr/Mustang Ct & SH 26 08/18/2023 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Permitted Phases 6 6 2 2 Detector Phase 1 6 6 5 2 2 4 4 3 3 Switch Phase Minimum Initial (s) 5.0 15.0 15.0 5.0 15.0 15.0 5.0 5.0 5.0 5.0 Minimum Split (s) 10.3 38.3 38.3 10.3 26.3 26.3 41.6 41.6 41.6 41.6 Total Split (s) 24.0 63.0 63.0 15.0 54.0 54.0 14.0 14.0 28.0 28.0 Total Split (%) 20.0% 52.5% 52.5% 12.5% 45.0% 45.0% 11.7% 11.7% 23.3% 23.3% Maximum Green (s) 18.7 57.7 57.7 9.7 48.7 48.7 8.4 8.4 22.4 22.4 Yellow Time (s) 4.3 4.3 4.3 4.3 4.3 4.3 3.6 3.6 3.6 3.6 All -Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 2.0 2.0 2.0 2.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 5.3 5.3 5.3 5.3 5.3 5.3 5.6 5.6 5.6 5.6 Lead/Lag Lag Lag Lag Lead Lead Lead Lag Lag Lead Lead Lead -Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Vehicle Extension (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Recall Mode None C-Max C-Max None Max Max None None None None Walk Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Flash Dont Walk (s) 29.0 29.0 17.0 17.0 32.0 32.0 32.0 32.0 Pedestrian Calls (#/hr) 0 0 0 0 0 0 0 0 Act Effct Green (s) 58.0 58.0 58.0 53.5 53.5 53.5 21.9 21.9 11.0 11.0 Actuated g/C Ratio 0.48 0.48 0.48 0.45 0.45 0.45 0.18 0.18 0.09 0.09 v/c Ratio 0.09 1.30 0.90 0.85 0.34 0.15 1.19 0.99 0.60 0.13 Control Delay 18.3 168.9 17.3 61.2 23.6 1.0 156.9 87.5 79.0 49.7 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 18.3 168.9 17.3 61.2 23.6 1.0 156.9 87.5 79.0 49.7 LOS B F B E C A F F E D Approach Delay 130.9 28.6 123.6 71.8 Approach LOS F C F E 90th %ile Green (s) 18.7 57.7 57.7 9.7 48.7 48.7 13.5 13.5 17.3 17.3 90th %ile Term Code Hold Coord Coord Max Coord Coord Max Max Gap Gap 70th %ile Green (s) 18.7 57.7 57.7 9.7 48.7 48.7 17.3 17.3 13.5 13.5 70th %ile Term Code Hold Coord Coord Max Coord Coord Max Max Gap Gap 50th %ile Green (s) 18.7 57.7 57.7 9.7 48.7 48.7 19.9 19.9 10.9 10.9 50th %ile Term Code Hold Coord Coord Max Coord Coord Max Max Gap Gap 30th %ile Green (s) 18.7 57.7 57.7 9.7 48.7 48.7 22.5 22.5 8.3 8.3 30th %ile Term Code Hold Coord Coord Max Coord Coord Max Max Gap Gap 10th %ile Green (s) 0.0 59.0 59.0 8.4 72.7 72.7 36.4 36.4 0.0 0.0 10th %ile Term Code Skip Coord Coord Gap Coord Coord Max Max Skip Skip Queue Length 50th (ft) 16 -1180 169 89 151 0 -380 -252 37 12 Queue Length 95th (ft) 37 #1261 #645 #219 187 3 #655 #516 76 33 Internal Link Dist (ft) 906 1114 385 335 Turn Bay Length (ft) 400 600 435 400 180 Base Capacity (vph) 496 2480 1164 209 2244 448 304 337 168 248 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.08 1.30 0.90 0.84 0.34 0.15 1.19 0.99 0.29 0.06 Intersection Summary Constellation Warehouse Development TIA Synchro 11 Report AM Peak Hour starts at 7:30 am Page 2 Lanes, Volumes, Timings 2030 (Build + 5 Years) AM Peak Hour 1: Mustang Dr/Mustang Ct & SH 26 08/18/2023 Area Type: Other Cycle Length: 120 Actuated Cycle Length: 120 Offset: 72 (60%), Referenced to phase 6:EBTL, Start of Green Natural Cycle: 145 Control Type: Actuated -Coordinated Maximum v/c Ratio: 1.30 Intersection Signal Delay: 112.4 Intersection LOS: F Intersection Capacity Utilization 109.8% ICU Level of Service H Analysis Period (min) 15 — Volume exceeds capacity, queue is theoretically infinite. Queue shown is maximum after two cycles. # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Splits and Phases: 1: Mustang Dr/Mustang Ct & SH 26 02 01 O3 04 05 *6 Constellation Warehouse Development TIA Synchro 11 Report AM Peak Hour starts at 7:30 am Page 3 Timing Report, Sorted By Phase 2030 (Build + 5 Years) AM Peak Hour 1: Mustang Dr/Mustang Ct & SH 26 08/18/2023 , Phase Number 2 3 4 5 6 Movement EBL WBTL SBTL NBTL WBL EBTL Lead/Lag Lag Lead Lead Lag Lead Lag Lead -Lag Optimize Yes Yes Yes Yes Yes Yes Recall Mode None Max None None None C-Max Maximum Split (s) 24 54 28 14 15 63 Maximum Split (%) 20.0% 45.0% 23.3% 11.7% 12.5% 52.5% Minimum Split (s) 10.3 26.3 41.6 41.6 10.3 38.3 Yellow Time (s) 4.3 4.3 3.6 3.6 4.3 4.3 All -Red Time (s) 1 1 2 2 1 1 Minimum Initial (s) 5 15 5 5 5 15 Vehicle Extension (s) 2 2 2 2 2 2 Minimum Gap (s) 2 2 2 2 2 2 Time Before Reduce (s) 0 0 0 0 0 0 Time To Reduce (s) 0 0 0 0 0 0 Walk Time (s) 4 4 4 4 Flash Dont Walk (s) 17 32 32 29 Dual Entry Yes Yes Yes No No Yes Inhibit Max Yes Yes Yes Yes Yes Yes Start Time (s) 111 57 15 43 57 72 End Time (s) 15 111 43 57 72 15 Yield/Force Off (s) 9.7 105.7 37.4 51.4 66.7 9.7 Yield/Force Off 170(s) 9.7 88.7 5.4 19.4 66.7 100.7 Local Start Time (s) 39 105 63 91 105 0 Local Yield (s) 57.7 33.7 85.4 99.4 114.7 57.7 Local Yield 170(s) 57.7 16.7 53.4 67.4 114.7 28.7 Intersection Summa Cycle Length 120 Control Type Actuated -Coordinated Natural Cycle 145 Offset: 72 (60%), Referenced to phase 6:EBTL, Start of Green Splits and Phases: 1: Mustang Dr/Mustang Ct & SH 26 02 01 03 04 O5 � --1*06 Constellation Warehouse Development TIA Synchro 11 Report AM Peak Hour starts at 7:30 am Page 4 HCM 6th TWSC 2030 (Build + 5 Years) AM Peak Hour 2: Mustang Ct & Southwestern St/Driveway CSD1 08/18/2023 Intersection Int Delay, s/veh 3.9 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 0 5 36 20 0 0 30 51 76 0 15 0 Future Vol, veh/h 0 5 36 20 0 0 30 51 76 0 15 0 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - None - None None - None Storage Length - - Veh in Median Storage, # 0 - 0 0 - - 0 Grade, % 0 0 0 - 0 Peak Hour Factor 75 75 75 75 75 75 75 75 75 75 75 75 Heavy Vehicles, % 0 50 92 83 0 0 90 0 67 0 0 0 Mvmt Flow 0 7 48 27 0 0 40 68 101 0 20 0 Major/Minor Minor2 Minorl Majorl Major2 Conflicting Flow All 219 269 20 247 219 119 20 0 0 169 0 0 Stage 1 20 20 - 199 199 - - - - - - - Stage 2 199 249 - 48 20 - - - - Critical Hdwy 7.1 7 7.12 7.93 6.5 6.2 5 - 4.1 Critical Hdwy Stg 1 6.1 6 - 6.93 5.5 - - - - Critical Hdwy Stg 2 6.1 6 - 6.93 5.5 - - - - - Follow-up Hdwy 3.5 4.45 4.128 4.247 4 3.3 3.01 - 2.2 Pot Cap-1 Maneuver 741 564 848 567 683 938 1173 1421 Stage 1 1004 792 - 648 740 - - - - Stage 2 807 621 - 795 883 - - - - - Platoon blocked, % Mov Cap-1 Maneuver 720 543 848 514 657 938 1173 - 1421 Mov Cap-2 Maneuver 720 543 - 514 657 - - - Stage 1 966 792 623 712 - - - - Stage 2 776 597 744 883 - - Approach EB WB NB SIB HCM Control Delay, s 9.9 12.4 1.6 0 HCM LOS A B Minor Lane/Major Mvmt NBL NBT NBR EBLnlWBLnl SBL SBT SBR Capacity (veh/h) 1173 - 794 514 1421 HCM Lane V/C Ratio 0.034 - 0.069 0.052 - HCM Control Delay (s) 8.2 0 9.9 12.4 0 HCM Lane LOS A A A B A HCM 95th %tile Q(veh) 0.1 - - 0.2 0.2 0 Constellation Warehouse Development TIA Synchro 11 Report AM Peak Hour starts at 7:30 am Page 1 Lanes, Volumes, Timings 2030 (Build + 5 Years) PM Peak Hour 1: Mustang Dr/Mustang Ct & SH 26 1I08/18/2023 -11 --1. 4--- t t Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations ) ttt r ) ttt r Traffic Volume (vph) 15 1381 466 280 2739 24 620 19 229 65 35 11 Future Volume (vph) 15 1381 466 280 2739 24 620 19 229 65 35 11 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 400 600 435 400 0 0 180 0 Storage Lanes 1 1 1 1 1 0 1 0 Taper Length (ft) 125 120 25 25 Lane Util. Factor 1.00 0.91 1.00 1.00 0.91 1.00 0.95 0.95 1.00 1.00 1.00 1.00 Frt 0.850 0.850 0.919 0.963 Flt Protected 0.950 0.950 0.950 0.980 0.950 Satd. Flow (prot) 1805 5136 1538 1787 5036 854 1665 1564 0 902 1328 0 Flt Permitted 0.069 0.102 0.950 0.980 0.950 Satd. Flow (perm) 131 5136 1538 192 5036 854 1665 1564 0 902 1328 0 Right Turn on Red Yes Yes Yes No Satd. Flow (RTOR) 491 123 39 Link Speed (mph) 45 45 35 35 Link Distance (ft) 986 1194 465 415 Travel Time (s) 14.9 18.1 9.1 8.1 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Heavy Vehicles (%) 0% 1 % 5% 1 % 3% 89% 3% 0% 5% 100% 50% 0% Adj. Flow (vph) 16 1454 491 295 2883 25 653 20 241 68 37 12 Shared Lane Traffic (%) 28% Lane Group Flow (vph) 16 1454 491 295 2883 25 470 444 0 68 49 0 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left L NA Right Median Width(ft) 20 20 24 12 Link Offset(ft) 0 0 0 0 Crosswalk Width(ft) 16 16 16 16 Two way Left Turn Lane Yes Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph) 15 9 15 9 15 9 15 9 Number of Detectors 1 2 1 1 2 1 1 2 1 2 Detector Template Left Thru Right Left Thru Right Left Thru Left Thru Leading Detector (ft) 20 100 20 20 100 20 20 100 20 100 Trailing Detector (ft) 0 0 0 0 0 0 0 0 0 0 Detector 1 Position(ft) 0 0 0 0 0 0 0 0 0 0 Detector 1 Size(ft) 20 6 20 20 6 20 20 6 20 6 Detector 1 Type CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex Detector 1 Channel Detector 1 Extend (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 2 Position(ft) 94 94 94 94 Detector 2 Size(ft) 6 6 6 6 Detector 2 Type CI+Ex CI+Ex CI+Ex CI+Ex Detector 2 Channel Detector 2 Extend (s) 0.0 0.0 0.0 0.0 Turn Type pm+pt NA Perm pm+pt NA Perm Split NA Split NA Protected Phases 1 6 5 2 4 4 3 3 Constellation Warehouse Development TIA Synchro 11 Report PM Peak Hour starts at 4:30 pm Page 1 Lanes, Volumes, Timings 2030 (Build + 5 Years) PM Peak Hour 1: Mustang Dr/Mustang Ct & SH 26 08/18/2023 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Permitted Phases 6 6 2 2 Detector Phase 1 6 6 5 2 2 4 4 3 3 Switch Phase Minimum Initial (s) 5.0 15.0 15.0 5.0 15.0 15.0 5.0 5.0 5.0 5.0 Minimum Split (s) 10.3 38.3 38.3 10.3 26.3 26.3 41.6 41.6 41.6 41.6 Total Split (s) 23.0 70.0 70.0 16.0 63.0 63.0 17.0 17.0 17.0 17.0 Total Split (%) 19.2% 58.3% 58.3% 13.3% 52.5% 52.5% 14.2% 14.2% 14.2% 14.2% Maximum Green (s) 17.7 64.7 64.7 10.7 57.7 57.7 11.4 11.4 11.4 11.4 Yellow Time (s) 4.3 4.3 4.3 4.3 4.3 4.3 3.6 3.6 3.6 3.6 All -Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 2.0 2.0 2.0 2.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 5.3 5.3 5.3 5.3 5.3 5.3 5.6 5.6 5.6 5.6 Lead/Lag Lag Lag Lag Lead Lead Lead Lag Lag Lead Lead Lead -Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Vehicle Extension (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Recall Mode None C-Max C-Max None Max Max None None None None Walk Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Flash Dont Walk (s) 29.0 29.0 17.0 17.0 32.0 32.0 32.0 32.0 Pedestrian Calls (#/hr) 0 0 0 0 0 0 0 0 Act Effct Green (s) 64.7 64.7 64.7 71.5 71.5 71.5 12.1 12.1 10.7 10.7 Actuated g/C Ratio 0.54 0.54 0.54 0.60 0.60 0.60 0.10 0.10 0.09 0.09 v/c Ratio 0.08 0.53 0.47 1.15 0.96 0.04 2.80 2.31 0.85 0.42 Control Delay 17.9 18.6 2.8 128.3 34.0 0.2 848.9 629.5 119.9 62.3 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 17.9 18.6 2.8 128.3 34.0 0.2 848.9 629.5 119.9 62.3 LOS B B A F C A F F F E Approach Delay 14.7 42.4 742.3 95.8 Approach LOS B D F F 90th %ile Green (s) 17.7 64.7 64.7 10.7 57.7 57.7 11.4 11.4 11.4 11.4 90th %ile Term Code Hold Coord Coord Max Coord Coord Max Max Max Max 70th %ile Green (s) 17.7 64.7 64.7 10.7 57.7 57.7 11.4 11.4 11.4 11.4 70th %ile Term Code Hold Coord Coord Max Coord Coord Max Max Max Max 50th %ile Green (s) 0.0 64.7 64.7 10.7 80.7 80.7 11.4 11.4 11.4 11.4 50th %ile Term Code Skip Coord Coord Max Coord Coord Max Max Max Max 30th %ile Green (s) 0.0 64.7 64.7 10.7 80.7 80.7 11.4 11.4 11.4 11.4 30th %ile Term Code Skip Coord Coord Max Coord Coord Max Max Max Max 10th %ile Green (s) 0.0 64.7 64.7 10.7 80.7 80.7 14.9 14.9 7.9 7.9 10th %ile Term Code Skip Coord Coord Max Coord Coord Max Max Gap Gap Queue Length 50th (ft) 6 254 0 -164 572 0 -663 -573 52 36 Queue Length 95th (ft) 17 296 49 #406 #1073 0 #882 #792 #137 78 Internal Link Dist (ft) 906 1114 385 335 Turn Bay Length (ft) 400 600 435 400 180 Base Capacity (vph) 317 2769 1055 256 3000 558 168 192 85 126 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.05 0.53 0.47 1.15 0.96 0.04 2.80 2.31 0.80 0.39 Intersection Summary Constellation Warehouse Development TIA Synchro 11 Report PM Peak Hour starts at 4:30 pm Page 2 Lanes, Volumes, Timings 2030 (Build + 5 Years) PM Peak Hour 1: Mustang Dr/Mustang Ct & SH 26 08/18/2023 Area Type: Other Cycle Length: 120 Actuated Cycle Length: 120 Offset: 72 (60%), Referenced to phase 6:EBTL, Start of Green Natural Cycle: 145 Control Type: Actuated -Coordinated Maximum v/c Ratio: 2.80 Intersection Signal Delay: 137.9 Intersection LOS: F Intersection Capacity Utilization 104.1 % ICU Level of Service G Analysis Period (min) 15 — Volume exceeds capacity, queue is theoretically infinite. Queue shown is maximum after two cycles. # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Splits and Phases: 1: Mustang Dr/Mustang Ct & SH 26 02 1 01 I O3 04 05 * -06 Constellation Warehouse Development TIA Synchro 11 Report PM Peak Hour starts at 4:30 pm Page 3 Timing Report, Sorted By Phase 2030 (Build + 5 Years) PM Peak Hour 1: Mustang Dr/Mustang Ct & SH 26 08/18/2023 , Phase Number 2 3 4 5 6 Movement EBL WBTL SBTL NBTL WBL EBTL Lead/Lag Lag Lead Lead Lag Lead Lag Lead -Lag Optimize Yes Yes Yes Yes Yes Yes Recall Mode None Max None None None C-Max Maximum Split (s) 23 63 17 17 16 70 Maximum Split (%) 19.2% 52.5% 14.2% 14.2% 13.3% 58.3% Minimum Split (s) 10.3 26.3 41.6 41.6 10.3 38.3 Yellow Time (s) 4.3 4.3 3.6 3.6 4.3 4.3 All -Red Time (s) 1 1 2 2 1 1 Minimum Initial (s) 5 15 5 5 5 15 Vehicle Extension (s) 2 2 2 2 2 2 Minimum Gap (s) 2 2 2 2 2 2 Time Before Reduce (s) 0 0 0 0 0 0 Time To Reduce (s) 0 0 0 0 0 0 Walk Time (s) 4 4 4 4 Flash Dont Walk (s) 17 32 32 29 Dual Entry Yes Yes Yes No No Yes Inhibit Max Yes Yes Yes Yes Yes Yes Start Time (s) 119 56 22 39 56 72 End Time (s) 22 119 39 56 72 22 Yield/Force Off (s) 16.7 113.7 33.4 50.4 66.7 16.7 Yield/Force Off 170(s) 16.7 96.7 1.4 18.4 66.7 107.7 Local Start Time (s) 47 104 70 87 104 0 Local Yield (s) 64.7 41.7 81.4 98.4 114.7 64.7 Local Yield 170(s) 64.7 24.7 49.4 66.4 114.7 35.7 Intersection Summa Cycle Length 120 Control Type Actuated -Coordinated Natural Cycle 145 Offset: 72 (60%), Referenced to phase 6:EBTL, Start of Green Splits and Phases: 1: Mustang Dr/Mustang Ct & SH 26 01 I O3 04 Constellation Warehouse Development TIA Synchro 11 Report PM Peak Hour starts at 4:30 pm Page 4 HCM 6th TWSC 2030 (Build + 5 Years) PM Peak Hour 2: Mustang Ct & Southwestern St/Driveway CSD1 08/18/2023 Intersection Int Delay, s/veh 5.5 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 0 4 9 72 9 0 9 19 33 0 50 0 Future Vol, veh/h 0 4 9 72 9 0 9 19 33 0 50 0 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - None - None None - None Storage Length - - Veh in Median Storage, # 0 - 0 0 - - 0 Grade, % 0 0 0 - 0 Peak Hour Factor 75 75 75 75 75 75 75 75 75 75 75 75 Heavy Vehicles, % 0 50 92 83 0 0 90 0 67 0 0 0 Mvmt Flow 0 5 12 96 12 0 12 25 44 0 67 0 Major/Minor Minor2 Minorl Majorl Major2 Conflicting Flow All 144 160 67 147 138 47 67 0 0 69 0 0 Stage 1 67 67 - 71 71 - - - - - - - Stage 2 77 93 - 76 67 - - - Critical Hdwy 7.1 7 7.12 7.93 6.5 6.2 5 4.1 Critical Hdwy Stg 1 6.1 6 - 6.93 5.5 - - - - Critical Hdwy Stg 2 6.1 6 - 6.93 5.5 - - - - - Follow-up Hdwy 3.5 4.45 4.128 4.247 4 3.3 3.01 - 2.2 Pot Cap-1 Maneuver 830 653 794 668 757 1028 1121 1545 Stage 1 948 754 - 771 840 - - - Stage 2 937 733 - 766 843 - - - - - Platoon blocked, % Mov Cap-1 Maneuver 813 646 794 648 749 1028 1121 1545 - Mov Cap-2 Maneuver 813 646 - 648 749 - - - Stage 1 938 754 763 831 - - - - Stage 2 913 725 749 843 - - Approach EB WB NB SIB HCM Control Delay, s 10 11.5 1.2 0 HCM LOS B B Minor Lane/Major Mvmt NBL NBT NBR EBLnlWBLnl SBL SBT SBR Capacity (veh/h) 1121 - 742 658 1545 HCM Lane V/C Ratio 0.011 - 0.023 0.164 - HCM Control Delay (s) 8.2 0 10 11.5 0 HCM Lane LOS A A B B A HCM 95th %tile Q(veh) 0 - 0.1 0.6 0 Constellation Warehouse Development TIA Synchro 11 Report PM Peak Hour starts at 4:30 pm Page 1 Constellation Southlake Warehouse Development August 18, 2023 SH 26 / Mustang Court AVO 54443 Southlake, Texas Appendix E Existing Signal Timing Sheets -E- ::: haLff" Controller Database Timing Sheet Station: 102 - SH26 @ Mustang( Standard File ) Type: NTCIP 76.x ATC Ethernet Firmware: 76.15g Created By: naztec Modified By: Reviewed By: 2A Input Map 1 2 3 4 5 6 7 8 1 Pin 1 0 0 0 0 0 0 0 0 Pin 2 0 0 0 0 0 0 0 0 Pin 3 0 0 0 0 0 0 0 0 Pin 4 0 0 0 0 0 0 0 0 Pin 5 0 0 0 0 0 0 0 0 Pin 6 0 0 0 0 0 0 0 0 Pin 7 0 0 0 0 0 0 0 0 Pin 8 0 0 0 0 0 0 0 0 102 1/99 1/28/2021 1:22:16 PM 2A Output Map 1 2 3 4 5 6 7 8 TABLE - 1 Pin 1 0 0 0 0 0 0 0 0 Pin 2 0 0 0 0 0 0 0 0 Pin 3 0 0 0 0 0 0 0 0 Pin 4 0 0 0 0 0 0 0 0 Pin 5 0 0 0 0 0 0 0 0 Pin 6 0 0 0 0 0 0 0 0 Pin 7 0 0 0 0 0 0 0 0 Pin 8 0 0 0 0 10 0 0 0 Actions Pattern Aux 1 Aux 2 Aux 3 Prei Pre2 Special 1 Special 2 Special 3 Special 4 Special 5 Special 6 Special 7 Special 8 1 1 0 0 2 2 0 0 3 3 0 0 4 4 0 0 5 5 0 0 6 6 0 0 7 7 0 0 8 8 0 0 9 9 0 0 10 10 0 0 11 11 0 0 12 12 0 0 13 13 0 0 14 14 0 0 15 15 0 0 16 16 0 0 17 17 0 0 18 18 0 0 19 19 0 0 20 20 0 0 21 21 0 0 22 22 0 0 23 23 0 0 24 254 0 0 102 2/99 1/28/2021 1:22:16 PM Actions Pattern Aux 1 Aux 2 Aux 3 Prei Pre2 Special 1 Special 2 Special 3 Special 4 Special 5 Special 6 Special 7 Special 8 25 255 0 0 26 0 0 0 27 0 0 0 28 0 0 0 29 0 0 0 30 0 0 0 31 0 0 0 32 0 0 0 33 0 0 0 34 0 0 0 35 0 0 0 36 0 0 0 37 0 0 0 38 0 0 0 39 0 0 0 40 0 0 0 41 0 0 0 42 0 0 0 43 0 0 0 44 0 0 0 45 0 0 0 46 0 0 0 47 0 0 0 48 0 0 0 49 0 0 0 50 0 0 0 51 0 0 0 52 0 0 0 53 0 0 0 54 0 0 0 55 0 0 0 56 0 0 0 57 0 0 0 58 0 0 0 59 0 0 0 102 3/99 1/28/2021 1:22:16 PM Actions Pattern Aux 1 Aux 2 Aux 3 Prei Pre2 Special 1 Special 2 Special 3 Special 4 Special 5 Special 6 Special 7 Special 8 60 0 0 0 61 0 0 0 62 0 0 0 63 0 0 0 64 0 0 0 65 0 0 0 66 0 0 0 67 0 0 0 68 0 0 0 69 0 0 0 70 0 0 0 71 0 0 0 72 0 0 0 73 0 0 0 74 0 0 0 75 0 0 0 76 0 0 0 77 0 0 0 78 0 0 0 79 0 0 0 80 0 0 0 81 0 0 0 82 0 0 0 83 0 0 0 84 0 0 0 85 0 0 0 86 0 0 0 87 0 0 0 88 0 0 0 89 0 0 0 90 0 0 0 91 0 0 0 92 0 0 0 93 0 0 0 94 0 0 0 102 4/99 1/28/2021 1:22:16 PM Actions Pattern Aux 1 Aux 2 Aux 3 Prei Pre2 Special 1 Special 2 Special 3 Special 4 Special 5 Special 6 Special 7 Special 8 95 0 0 0 96 0 0 0 97 0 0 0 98 0 0 0 99 0 0 0 100 0 0 0 102 5/99 1/28/2021 1:22:16 PM Adaptive 1 2 3 4 5 6 7 8 TABLE - 1 P1 Storage P2 Storage P3 Storage P4 Storage P5 Storage P6 Storage P7 Storage P8 Storage P1 Degree Sat 0 0 0 0 0 0 0 0 P2 Degree Sat 0 0 0 0 0 0 0 0 P3 Degree Sat 0 0 0 0 0 0 0 0 P4 Degree Sat 0 0 0 0 0 0 0 0 P5 Degree Sat 0 0 0 0 0 0 0 0 P6 Degree Sat 0 0 0 0 0 0 0 0 P7 Degree Sat 0 0 0 0 0 0 0 0 P8 Degree Sat 0 0 0 0 0 0 0 0 P1 Max Grow 0 0 0 0 0 0 0 0 P2 Max Grow 0 0 0 0 0 0 0 0 P3 Max Grow 0 0 0 0 0 0 0 0 P4 Max Grow 0 0 0 0 0 0 0 0 P5 Max Grow 0 0 0 0 0 0 0 0 P6 Max Grow 0 0 0 0 0 0 0 0 P7 Max Grow 0 0 0 0 0 0 0 0 P8 Max Grow 0 0 0 0 0 0 0 0 P1 Rate Limit 0 0 0 0 0 0 0 0 P2 Rate Limit 0 0 0 0 0 0 0 0 P3 Rate Limit 0 0 0 0 0 0 0 0 P4 Rate Limit 0 0 0 0 0 0 0 0 P5 Rate Limit 0 0 0 0 0 0 0 0 P6 Rate Limit 0 0 0 0 0 0 0 0 P7 Rate Limit 0 0 0 0 0 0 0 0 P8 Rate Limit 0 0 0 0 0 0 0 0 Secs Per Acc 0 0 0 0 0 0 0 0 Smooth Fact 0 0 0 0 0 0 0 0 UpPredictor 0 0 0 0 0 0 0 0 102 6/99 1/28/2021 1:22:16 PM Adv Schedule Ja n IFM earpra b MA y Juju n I A u g S ecto p O N v D e c 0000000001111111111222222222233 1 2 3 4 5 6 7 8 9 0 1 2 3 4 5 6 7 8 9 0 1 2 3 4 5 6 7 8 9 0 1 S u n M o n T u e W e d T h u Fr i at PI n 1 X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X. X X X X X 2 . .11 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 5 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 6 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 7 . . . . . . . . . . . . . . . . . . . . . 111, . . . . . . . . . . . . . 111, . . . . . . . 111, . 8 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 9 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 10 . . . . . . I . I . . . . .I . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 11 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 12 . . . . . . . . . . . . . . . . . . . . . . . ....... . . . . . . . . . . ........ ..... ...... . . . . . . . . . 13 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 14 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 15 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 16 . . . . . . . . . I . . . . . . . . . .I . I . . . .I . I . . . . . . . . . .I . I . . . .I . I . . . . .I . I . . . 17 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 18 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 19 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 20 . . . . . . . I . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 21 . . . . . . . . .I . . . . . . . . . . . . . . ... . . . . . . . . . . . . . ... . . . . . . . . . . 22 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 23 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 24 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 25 . . . . . . . I . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 26 . . . . . . . . . . . . . ... . . . . . . . I . 1 . . . . . 1 . . . . . 1 . . . . . 1 . 1 . . . . . 1 . . . . . . 27 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 28 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 29 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 30 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 31 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I 1 . . . . 1 1 1 1 . . . . . . . . . 32 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 33 34 102 7/99 1/28/2021 1:22:16 PM Adv Schedule Ja n IFM earpra b MA y Juju n I A u g S ecto p O N v D e c 0000000001111111111222222222233 1 2 3 4 5 6 7 8 9 0 1 2 3 4 5 6 7 8 9 0 1 2 3 4 5 6 7 8 9 0 1 S u n M o n T u e W e d T h u Fr i at PI n 35 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 36 . .11 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 37 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 38 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 39 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 40 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 41 . . . . . . . . . . . . . . . . . . . . . 111, . . . . . . . . . . . . . 111, . . . . . . . . . . 42 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 43 . . . . . . . ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 44 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 45 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 46 . . . . . . . . . . . . . . . . 1 . . . . . . . . . . . . 1 . . . . . . . . . . . . . . . . . . . . 1 . . 47 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 48 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 49 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 50 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 51 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ..... . . . . . . 52 . . . . 1 . . I . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 53 . . . . . . . . . . . . . . . . . . . . 1 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 54 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 55 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 56 . . . . . . . . . . . . . . . . . . . . . . . . . . . I I . . . . . . . I I . 57 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I . . . . . . . 58 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 59 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 60 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 61 . 1 . . . . . . . . . . . . . . . . 1 . . . . . . . . . . . 1 . . . . . 1 . 1 . . . . . 1 . . . . . . I . . I . I . . 62 . . . . I . . I . I . . . . . . . . I . . . . . . . I . . . . . . . . . . . . . . . . I . . . . . . . . . . . . 63 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 64 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 65 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 66 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 67 68 102 8/99 1/28/2021 1:22:16 PM Adv Schedule Ja n IFM earpra b MA y Juju n I A u g S ecto p O N v D e c 0000000001111111111222222222233 1 2 3 4 5 6 7 8 9 0 1 2 3 4 5 6 7 8 9 0 1 2 3 4 5 6 7 8 9 0 1 S u n M o n T u e W e d T h u Fr i at PI n 69 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 70 . .11 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 71 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 72 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 73 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 74 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 75 . . . . . . . . . . . . . . . . . . . . . 111, . . . . . . . . . . . . . 111, . . . . . . . . . . 76 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 77 . . . . . . . ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 78 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 79 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 80 . . . . . . . . . . . . . . . . 1 . . . . . . . . . . . . 1 . . . . . . . . . . . . . . . . . . . . 1 . . 81 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 82 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 83 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 84 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 85 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ..... . . . . . . 86 . . . . 1 . . I . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 87 . . . . . . . . . . . . . . . . . . . . 1 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 88 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 89 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 90 . . . . . . . . . . . . . . . . . . . . . . . . . . . I I . . . . . . . I I . 91 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I . . . . . . . 92 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 93 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 94 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 95 . 1 . . . . . . . . . . . . . . . . 1 . . . . . . . . . . . 1 . . . . . 1 . 1 . . . . . 1 . . . . . . I . . I . I . . 96 . . . . I . . I . I . . . . . . . . . . . . . . 1 . 1 . . . . . . . . .I . . . . . . . . . . . . . . . . . . . 97 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 98 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 99 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 100 Adv Warning Value 102 9/99 1/28/2021 1:22:16 PM Adv Warning Value TABLE - 1 Aux Out 1 P 0 Aux Out 1 Time 0 Aux Out 2 P 0 Aux Out 2 Time 0 Async Parameters 1 2 TA� Async 1 Port SP1 SP2 SP8 Async 1 Echo NONE NONE NONE NONE Async 1 Mode 0 0 0 0 Auto Flash Value TABLE - 1 P1 0 P2 0 P3 0 P4 0 P5 0 P6 0 P7 0 P8 0 P9 0 P10 0 P11 0 P12 0 01 0 02 0 03 0 04 0 05 0 06 0 07 0 08 0 09 0 102 10/99 1/28/2021 1:22:16 PM Auto Flash Value 010 0 011 0 012 0 Yellow 35 Red 15 Auto Flash Parms Value TABLE - 1 Inhibit P1 Inhibit P2 Inhibit P3 Inhibit P4 Inhibit P5 Inhibit P6 Inhibit P7 Inhibit P8 Inhibit P9 Inhibit P10 Inhibit P11 Inhibit P12 Inhibit P13 Inhibit P14 Inhibit P15 Inhibit P16 Call P1 0 0 0 0 0 0 0 0 Call P2 0 0 0 0 0 0 0 0 Call P3 0 0 0 0 0 0 0 0 Call P4 0 0 0 0 0 0 0 0 Redirect P Calls From 1 0 0 0 0 0 0 0 0 Redirect P Calls To 1 0 0 0 0 0 0 0 0 102 11/99 1/28/2021 1:22:16 PM Call Inhibit Redirect Alt 1 2 3 4 5 6 7 8 Redirect P Calls From 2 0 0 0 0 0 0 0 0 Redirect P Calls To 2 0 0 0 0 0 0 0 0 Redirect P Calls From 3 0 0 0 0 0 0 0 0 Redirect P Calls To 3 0 0 0 0 0 0 0 0 Redirect P Calls From 4 0 0 0 0 0 0 0 0 Redirect P Calls To 4 0 0 0 0 0 0 0 0 Assign Ph 0 0 0 0 0 0 0 0 TABLE - 2 Inhibit P1 Inhibit P2 Inhibit P3 Inhibit P4 Inhibit P5 Inhibit P6 Inhibit P7 Inhibit P8 Inhibit P9 Inhibit P10 Inhibit P11 Inhibit P12 Inhibit P13 Inhibit P14 Inhibit P15 Inhibit P16 Call P1 0 0 0 0 0 0 0 0 Call P2 0 0 0 0 0 0 0 0 Call P3 0 0 0 0 0 0 0 0 Call P4 0 0 0 0 0 0 0 0 Redirect P Calls From 1 0 0 0 0 0 0 0 0 Redirect P Calls To 1 0 0 0 0 0 0 0 0 Redirect P Calls From 2 0 0 0 0 0 0 0 0 Redirect P Calls To 2 0 0 0 0 0 0 0 0 Redirect P Calls From 3 0 0 0 0 0 0 0 0 Redirect P Calls To 3 0 0 0 0 0 0 0 0 Redirect P Calls From 4 0 0 0 0 0 0 0 0 Redirect P Calls To 4 0 0 0 0 0 0 0 0 102 12/99 1/28/2021 1:22:16 PM Call Inhibit Redirect Alt 1 2 3 4 5 6 7 8 Assign Ph 0 0 0 0 0 0 0 0 Channel Parms Value TABLE - 1 TOD Dim Enable Extra Maps Enable Channels Assignments DEFAULT 1 1 1 2 1 3 1 4 L 5 I_±_j 7 1 8 1 9 110 Ill 112113114115116117I 18I 19I20121122123124I25I26I27128129130131132 TORIF- 1 ooDimming —aedbblde�blde��bbbb�oo bbbbl� �aaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaai Green �CICCC�ICCCg�CC�ICCC�ICC�ICCC�I�'�� seem M1 Channels Assignment00000maoommmmmmmmmmmmmmmmmmmmmmm� TABLE - 1 Flash Red Flash Yellow X X Flash Green Inh Red Flash in Preempt . Color Flash Rate 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Override Type 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Olap Ovrd 0 0 0 0 0 0 0 0 2 0 6 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Console Parms Value TA M Aux Switch Function UNUSED 102 13/99 1/28/2021 1:22:16 PM Console Parms Value Tone Disable Console Options FYA Inhibit RedStart Screen Size 8 Security Delay 0 Error Logging Ada Button time 0 Coord External IO 1 2 3 4 5 6 7 1 8 1 9 110111112113114115116117118119120121122123124125126127128129130131132 TABLE - 1 Offset Plan Coordination Parms TABLE - 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Value Test OpMode 0 Correction Mode SHRT/LNG Maximum Mode MAX 1 Force Mode FLOAT Coordination Parms Plus Value TABLE - 1 Force -Off+ RESERVED Leave Walk Before TIMED Leave Walk After TIMED Walk Recycle NO —RECYCLE Stop In Walk X External Auto Err Reset Latch Sec Foff Coord Easy Float NTCIP Yield 0 Coord NTCIP Yield Sign + Closed Loop Active Free OnSeq Chang 102 14/99 1/28/2021 1:22:16 PM Coordination Parms Plus Value No Added Init Ped Call Inh Ext Pattern Dyn Shortway Plan A 0 Plan B 0 Plan C 0 Plan D 0 Day Plan 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 TABLE - 1 Hour 0 6 8 9 15 18 21 0 0 0 0 0 0 0 0 0 Minute 0 30 0 30 30 30 0 0 0 0 0 0 0 0 0 0 Action 24 11 15 12 13 12 24 0 0 0 0 0 0 0 0 0 TABLE - 2 Hour 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Minute 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Action 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 TABLE - 3 Hour 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Minute 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Action 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 TABLE - 4 Hour 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Minute 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Action 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 TABLE - 5 Hour 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Minute 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Action 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 TABLE - 6 Hour 0 9 21 0 0 1 0 1 0 0 1 0 1 0 0 0 0 0 0 0 Minute 0 0 0 0 0 0 1 0 0 1 0 1 0 0 0 0 0 0 0 Action 24 12 24 0 0 1 0 1 0 0 1 0 1 0 0 0 0 0 0 0 TABLE - 7 Hour 102 0 9 21 0 0 0 1 0 0 0 0 0 0 0 1 0 1 0 1 0 15/99 1/28/2021 1:22:16 PM Day Plan 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 Minute 1 0 1 0 1 0 1 0 1 0 1 0 1 0 1 0 1 0 1 0 1 0 1 0 1 0 1 0 1 0 0 Action 1 24 1 12 1 24 1 0 1 0 1 0 1 0 1 0 1 0 1 0 1 0 1 0 1 0 1 0 1 0 0 TABLE - 8 Hour 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Minute 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Action 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 TABLE - 9 Hour 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Minute 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Action 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 TABLE - 10 i i 1 Hour 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Minute 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Action 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 TABLE - 11 Hour 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Minute 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Action 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 TABLE - 12 • 0000000000000000 •• TABLE - 14 Hour 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Minute 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Action 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 TABLE - 15 Hour 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Minute 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Action 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 TABLE -16 i i i i i i i i i i i (Hour 10 I 0 I 0 I 0 I 0 I 0 I 0 I 0 I 0 I 0 I 0 I 0 I 0 I 0 I 0 I 0 Minute 1 0 1 0 1 0 1 0 1 0 1 0 1 0 1 0 1 0 1 0 1 0 1 0 1 0 1 0 1 0 1 0 102 16/99 1/28/2021 1:22:16 PM Day Plan 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 (Action 0 1 0 1 0 1 0 1 0 1 0 1 0 1 0 1 0 1 0 1 0 1 0 1 0 1 0 1 0 1 0 TABLE - 17 Hour 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Minute 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Action 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 TABLE - 18 Hour 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Minute 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Action 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 TABLE - 19 Hour 0 0 0 11 0 0 0 0 0 0 0 0 0 0 0 0 0 Minute 0 0 0 0 1 0 1 0 1 0 1 0 1 0 1 0 1 0 1 0 0 0 0 0 Action 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 TABLE - 20 Hour 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Minute 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Action 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 TABLE - 21 Hour 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Minute 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Action 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 TABLE - 22 Hour 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Minute 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Action 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 TABLE - 23 Hour 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Minute 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Action 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 TABLE - 24 Hour 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Minute 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Action 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 TABLE - 25 Hour 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Minute 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Action 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 102 17/99 1/28/2021 1:22:16 PM Day Plan 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 TABLE - 26 Hour 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Minute 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Action 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 TABLE - 27 i i Hour 0 1 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 Minute 0 1 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 Action 1 0 1 0 1 0 1 0 1 0 1 0 1 0 1 0 1 0 1 0 1 0 1 0 1 0 1 0 1 0 0 TABLE - 28 Hour 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Minute 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Action 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 TABLE - 29 Hour 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Minute 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Action 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 TABLE - 30 i i i Hour 0 1 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 Minute 0 1 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 (Action 1 0 1 0 1 0 1 0 1 0 1 0 1 0 1 0 1 0 1 0 1 0 1 0 1 0 1 0 1 0 1 0 TABLE - 31 Hour 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Minute 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Action 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 TABLE - 32 Hour 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Minute 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Action 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Day Plan Link 4] 5] 6] 7] 8] 9 10 11 12 13 1 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 TABLE - 1 Link DCS TABLE - 1 Phase 102 �0000000� �000000000000000� 0 0 0 1 0 0 0 0 1 0 18/99 1/28/2021 1:22:16 PM DCS 1 2 3 4 5 6 7 8 Max Speed 0 0 0 0 0 0 0 0 Max Len 0 0 0 0 0 0 0 0 Stage Percent 0 0 0 0 0 0 0 0 Speed Trap 0 0 0 0 0 0 0 0 Trap Distance 0 0 0 0 0 0 0 0 Zone Arrival Time 0 0 0 0 0 0 0 0 Zone Exit Time 1 0 1 0 1 0 1 0 1 0 1 0 1 0 1 0 Detector Parms Value TABLE - 1 Vol/Occ Period Seconds 0 Vol/Occ Period Minutes 15 TS2 Det Faults DSRC Value TABLE - 1 IP 1 0 IP 2 0 IP 3 0 IP 4 0 Port 0 Emergency 1 2 3 4 5 6 7 8 9 10 11 12 TABLE - 1 PriPhaseRingl 0 0 0 0 0 0 0 0 0 0 0 0 PriPhaseRingl 0 0 0 0 0 0 0 0 0 0 0 0 PriPhaseRing3 0 0 0 0 0 0 0 0 0 0 0 0 PriPhaseRing4 0 0 0 0 0 0 0 0 0 0 0 0 Preempt Number 0 0 0 0 0 0 0 0 0 0 0 0 Cycle Adjust 0 0 0 0 0 0 0 0 0 0 0 0 Max Adjust 0 0 0 0 0 0 0 0 0 0 0 0 None Pri Max Adjust 0 0 0 0 0 0 0 0 0 0 0 0 Hold Window 0 0 0 0 0 0 0 0 0 0 0 0 Enable Alarms 102 19/99 1/28/2021 1:22:16 PM Alarm Enable 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 102 20/99 1/28/2021 1:22:16 PM Enable Alarms Alarm Enable 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 102 21/99 1/28/2021 1:22:16 PM Enable Alarms Alarm Enable 74 75 76 77 78 79 80 81 82 83 84 85 86 87 88 89 90 91 92 93 94 95 96 97 98 99 100 101 102 103 104 105 106 107 108 109 102 22/99 1/28/2021 1:22:16 PM Enable Alarms Alarm Enable 110 111 112 113 114 115 116 117 118 119 120 121 122 123 124 125 126 127 128 Enable Events Event Enable 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 102 23/99 1/28/2021 1:22:16 PM Enable Events Event Enable 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 102 24/99 1/28/2021 1:22:16 PM Enable Events Event Enable 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 77 78 79 80 81 82 83 84 85 86 87 102 25/99 1/28/2021 1:22:16 PM Enable Events Event Enable 88 89 90 91 92 93 94 95 96 97 98 99 100 101 102 103 104 105 106 107 108 109 110 111 112 113 114 115 116 117 118 119 120 121 122 123 102 26/99 1/28/2021 1:22:16 PM Enable Events Event Enable 124 125 126 127 128 Event Parms Value TA Access Event Enable Preempt Event Enable X Loc Pattern Event Enable X Moe Event Enable User Assign Alarm 1 0 User Assign Alarm 2 0 TX Local Alarms Mon Flash Time Delay 15 General Comm Parms Value TABLE - 1 Backup Time 900 Station ID 102 Master ID 0 Group ID 0 Telel 0 Tele2 0 Tele3 0 Tele4 0 Tele5 0 Tele6 0 Tele7 0 Tele8 0 Tele9 0 Tele10 0 Telell 0 102 27/99 1/28/2021 1:22:16 PM General Comm Parms Value Tele12 0 Alt Tell 0 Alt Te12 0 Alt Te13 0 Alt Te14 0 Alt Tel 0 Alt Te16 0 Alt Tell 0 Alt Te18 0 Alt Te19 0 Alt Tell 0 0 Alt Tell 0 Alt Tel12 0 Dial Time 0 Idle Time 0 Modem Enable IO Logic 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 TABLE - 1 Result 0 0 1 0 0 1 0 0 1 0 0 1 0 0 1 0 0 1 0 0 1 0 0 1 0 0 1 0 0 Fun 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Src 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Fun 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Src 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Fun 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Src 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Operator 1 Function ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- Operand 1 Result I I I I I I I I I I I I I I I I I I I I Operand 1 IO I I I I I I I I I I I I I I I I I I I I Operand 1 Invert - - - - - - - - - - - - - - - - - - - - Operator 2 Function ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- Operand 2 IO I I I I I I I I I I I I I I I I I I I I Operand 2 Invert - - - - - - - - - - - - - - - - - - - - Operator 3 Function ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- Operand 3 IO I I I I I I I I I I I I I I I I I I I I Operand 3 Invert - - - - - - - I - - - - - - - - - - - - - 102 28/99 1/28/2021 1:22:16 PM IO Logic 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 Time Operator DLY DLY DLY DLY DLY DLY DLY DLY DLY DLY DLY DLY DLY DLY DLY DLY DLY DLY DLY DLY Time 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 IO Parms Value TABLE - 1 D Conn Mapping NONE It T&F Biu Map DEFAULT Cl-C11-ABC IO Mode AUTO Preempt or Ext Output EXT CNA FreeTime 0 P2P Timeout 0 Siu Cmu Map NONE Invert Local Flash IP Parameters Value TABLE - 1 IP Address 1 10 IP Address 2 132 IP Address 3 2 IP Address 4 36 IP Mask 1 255 IP Mask 2 255 IP Mask 3 0 IP Mask 4 0 IP Broadcast 1 0 IP Broadcast 2 0 IP Broadcast 3 0 IP Broadcast 4 0 IP Gateway 1 10 IP Gateway 2 132 IP Gateway 3 100 IP Gateway 4 1 IP Port 5003 Use DHCP Use Grat Arp 102 29/99 1/28/2021 1:22:16 PM IP Parameters Value IP Address Host 1-1 0 IP Address Host 1-2 0 IP Address Host 1-3 0 IP Address Host 1-4 0 IP Address Host 2-1 0 IP Address Host 2-2 0 IP Address Host 2-3 0 IP Address Host 2-4 0 ITS Cab Device Value TABLE - 1 Switch Pack 1 Switch Pack 3 Switch Pack 4 Switch Pack 5 Switch Pack 6 Switch Pack 7 Input 9 Input 10 Input 11 Input 12 Input 13 CMU 15 CMU 16 CMU 17 FIO FIO Type 2070-2A Lane Control Plans 1 2 3 4 5 6 7 TABLE - 1 Plan 1 ---- ---- ---- ---- ---- ---- ---- Duration 0 0 0 0 0 0 0 Clearance 1 0 0 0 0 0 0 0 Red 1 0 0 0 0 0 0 0 LUS 1 NO RECYCLE NO RECYCLE NO RECYCLE NO RECYCLE NO RECYCLE NO RECYCLE NO RECYCLE 102 30/99 1/28/2021 1:22:16 PM Lane Control Plans 1 2 3 4 5 6 7 LUS 2 NO —RECYCLE NO_RECYCLE NO —RECYCLE NO —RECYCLE NO —RECYCLE NO —RECYCLE NO —RECYCLE LUS 3 NO —RECYCLE NO RECYCLE NO —RECYCLE NO —RECYCLE NO —RECYCLE NO —RECYCLE NO —RECYCLE LUS 4 NO —RECYCLE NO —RECYCLE NO RECYCLE NO —RECYCLE NO —RECYCLE NO —RECYCLE NO —RECYCLE LUS 5 NO —RECYCLE NO —RECYCLE NO —RECYCLE NO —RECYCLE NO RECYCLE NO RECYCLE NO RECYCLE LUS 6 NO —RECYCLE NO —RECYCLE NO —RECYCLE NO —RECYCLE NO —RECYCLE NO —RECYCLE NO —RECYCLE LUS 7 NO RECYCLE NO RECYCLE NO RECYCLE NO RECYCLE NO RECYCLE NO RECYCLE NO RECYCLE LUS 8 NO —RECYCLE NO —RECYCLE NO —RECYCLE NO —RECYCLE NO —RECYCLE NO —RECYCLE NO —RECYCLE LUS 9 NO —RECYCLE NO —RECYCLE NO RECYCLE NO —RECYCLE NO —RECYCLE NO —RECYCLE NO RECYCLE LUS 10 NO —RECYCLE NO —RECYCLE NO —RECYCLE NO —RECYCLE NO —RECYCLE NO —RECYCLE NO —RECYCLE BOS A INDPED INDPED INDPED INDPED INDPED INDPED INDPED BOS B INDPED INDPED INDPED INDPED INDPED INDPED INDPED BOS C INDPED INDPED INDPED INDPED INDPED INDPED INDPED BOS D INDPED INDPED INDPED INDPED INDPED INDPED INDPED MMU Permissives Value TABLE - 1 MMU 1 Channel 2 MMU 1 Channel 3 MMU 1 Channel 4 MMU 1 Channel 5 X MMU 1 Channel 6 X MMU 1 Channel 7 MMU 1 Channel 8 MMU 1 Channel 9 MMU 1 Channel 10 MMU 1 Channel 11 X MMU 1 Channel 12 MMU 1 Channel 13 MMU 1 Channel 14 MMU 1 Channel 15 MMU 1 Channel 16 MMU 2 Channel 3 MMU 2 Channel 4 MMU 2 Channel 5 X MMU 2 Channel 6 X MMU 2 Channel 7 102 31/99 1/28/2021 1:22:16 PM MMU Permissives Value MMU 2 Channel 8 MMU 2 Channel 9 X MMU 2 Channel 10 MMU 2 Channel 11 X MMU 2 Channel 12 MMU 2 Channel 13 MMU 2 Channel 14 MMU 2 Channel 15 MMU 2 Channel 16 MMU 3 Channel 4 MMU 3 Channel 5 MMU 3 Channel 6 MMU 3 Channel 7 X MMU 3 Channel 8 X MMU 3 Channel 9 MMU 3 Channel 10 MMU 3 Channel 11 MMU 3 Channel 12 X MMU 3 Channel 13 X MMU 3 Channel 14 MMU 3 Channel 15 MMU 3 Channel 16 MMU 4 Channel 5 MMU 4 Channel 6 MMU 4 Channel 7 MMU 4 Channel 8 MMU 4 Channel 9 MMU 4 Channel 10 X MMU 4 Channel it MMU 4 Channel 12 MMU 4 Channel 13 MMU 4 Channel 14 X MMU 4 Channel 15 MMU 4 Channel 16 MMU 5 Channel 6 MMU 5 Channel 7 102 32/99 1/28/2021 1:22:16 PM MMU Permissives Value MMU 5 Channel 8 MMU 5 Channel 9 X MMU 5 Channel 10 MMU 5 Channel 11 MMU 5 Channel 12 MMU 5 Channel 13 MMU 5 Channel 14 MMU 5 Channel 15 MMU 5 Channel 16 MMU 6 Channel 7 MMU 6 Channel 8 MMU 6 Channel 9 X MMU 6 Channel 10 MMU 6 Channel 11 X MMU 6 Channel 12 MMU 6 Channel 13 MMU 6 Channel 14 MMU 6 Channel 15 MMU 6 Channel 16 MMU 7 Channel 8 MMU 7 Channel 9 MMU 7 Channel 10 MMU 7 Channel 11 MMU 7 Channel 12 MMU 7 Channel 13 MMU 7 Channel 14 MMU 7 Channel 15 MMU 7 Channel 16 MMU 8 Channel 9 MMU 8 Channel 10 MMU 8 Channel 11 MMU 8 Channel 12 MMU 8 Channel 13 MMU 8 Channel 14 MMU 8 Channel 15 MMU 8 Channel 16 102 33/99 1/28/2021 1:22:16 PM MMU Permissives Value MMU 9 Channel 10 MMU 9 Channel 11 X MMU 9 Channel 12 MMU 9 Channel 13 MMU 9 Channel 14 MMU 9 Channel 15 MMU 9 Channel 16 MMU 10 Channel 11 MMU 10 Channel 12 MMU 10 Channel 13 MMU 10 Channel 14 X MMU 10 Channel 15 MMU 10 Channel 16 MMU 11 Channel 12 MMU 11 Channel 13 MMU 11 Channel 14 MMU 11 Channel 15 MMU 11 Channel 16 MMU 12 Channel 13 X MMU 12 Channel 14 MMU 12 Channel 15 MMU 12 Channel 16 MMU 13 Channel 14 MMU 13 Channel 15 MMU 13 Channel 16 MMU 14 Channel 15 MMU 14 Channel 16 MMU 15 Channel 16 MMU to Controller Mapping 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 TABLE - 1 MMU Channel 1 1 1 2 1 3 1 4 1 5 1 6 1 7 1 8 1 9 1 10 1 11 1 12 1 13 1 14 1 15 16 Overlap Alternate I 1 1 1 2 1 3 1 4 1 TABLE - 1 102 34/99 1/28/2021 1:22:16 PM Overlap Alternate 1 2 3 4 Included P1 0 0 0 0 Included P2 0 0 0 0 Included P3 0 0 0 0 Included P4 0 0 0 0 Included P5 0 0 0 0 Included P6 0 0 0 0 Included P7 0 0 0 0 Included P8 0 0 0 0 Modify P1 0 0 0 0 Modify P2 0 0 0 0 Modify P3 0 0 0 0 Modify P4 0 0 0 0 Modify P5 0 0 0 0 Modify P6 0 0 0 0 Modify P7 0 0 0 0 Modify P8 0 0 0 0 Type INDPED INDPED INDPED INDPED Green 0 0 0 0 Yellow 0 0 0 0 Red 0 0 0 0 Conflict P1 0 0 0 0 Conflict P2 0 0 0 0 Conflict P3 0 0 0 0 Conflict P4 0 0 0 0 Conflict P5 0 0 0 0 Conflict P6 0 0 0 0 Conflict P7 0 0 0 0 Conflict P8 0 0 0 0 Conflict 01 0 0 0 0 Conflict 02 0 0 0 0 Conflict 03 0 0 0 0 Conflict 04 0 0 0 0 Conflict 05 0 0 0 0 Conflict 06 0 0 0 0 Conflict 07 0 0 0 0 Conflict 08 0 0 0 0 102 35/99 1/28/2021 1:22:16 PM Overlap Alternate 1 2 3 4 Conflict Ped 1 0 0 0 0 Conflict Ped 2 0 0 0 0 Conflict Ped 3 0 0 0 0 Conflict Ped 4 0 0 0 0 Conflict Ped 5 0 0 0 0 Conflict Ped 6 0 0 0 0 Conflict Ped 7 0 0 0 0 Conflict Ped 8 0 0 0 0 Overlap Number 0 0 0 0 TABLE - 2 Included P1 0 0 0 0 Included P2 0 0 0 0 Included P3 0 0 0 0 Included P4 0 0 0 0 Included P5 0 0 0 0 Included P6 0 0 0 0 Included P7 0 0 0 0 Included P8 0 0 0 0 Modify P1 0 0 0 0 Modify P2 0 0 0 0 Modify P3 0 0 0 0 Modify P4 0 0 0 0 Modify P5 0 0 0 0 Modify P6 0 0 0 0 Modify P7 0 0 0 0 Modify P8 0 0 0 0 Type INDPED INDPED INDPED INDPED Green 0 0 0 0 Yellow 0 0 0 0 Red 0 0 0 0 Conflict P1 0 0 0 0 Conflict P2 0 0 0 0 Conflict P3 0 0 0 0 Conflict P4 0 0 0 0 Conflict P5 0 0 0 0 Conflict P6 0 0 0 0 102 36/99 1/28/2021 1:22:16 PM Overlap Alternate 1 2 3 4 Conflict P7 0 0 0 0 Conflict P8 0 0 0 0 Conflict 01 0 0 0 0 Conflict 02 0 0 0 0 Conflict 03 0 0 0 0 Conflict 04 0 0 0 0 Conflict 05 0 0 0 0 Conflict 06 0 0 0 0 Conflict 07 0 0 0 0 Conflict 08 0 0 0 0 Conflict Ped 1 0 0 0 0 Conflict Ped 2 0 0 0 0 Conflict Ped 3 0 0 0 0 Conflict Ped 4 0 0 0 0 Conflict Ped 5 0 0 0 0 Conflict Ped 6 0 0 0 0 Conflict Ped 7 0 0 0 0 Conflict Ped 8 0 0 0 0 Overlap Number 0 0 0 0 TABLE - 3 Included P1 0 0 0 0 Included P2 0 0 0 0 Included P3 0 0 0 0 Included P4 0 0 0 0 Included P5 0 0 0 0 Included P6 0 0 0 0 Included P7 0 0 0 0 Included P8 0 0 0 0 Modify P1 0 0 0 0 Modify P2 0 0 0 0 Modify P3 0 0 0 0 Modify P4 0 0 0 0 Modify P5 0 0 0 0 Modify P6 0 0 0 0 Modify P7 0 0 0 0 Modify P8 0 0 0 0 102 37/99 1/28/2021 1:22:16 PM Overlap Alternate 1 2 3 4 Type INDPED INDPED INDPED INDPED Green 0 0 0 0 Yellow 0 0 0 0 Red 0 0 0 0 Conflict P1 0 0 0 0 Conflict P2 0 0 0 0 Conflict P3 0 0 0 0 Conflict P4 0 0 0 0 Conflict P5 0 0 0 0 Conflict P6 0 0 0 0 Conflict P7 0 0 0 0 Conflict P8 0 0 0 0 Conflict 01 0 0 0 0 Conflict 02 0 0 0 0 Conflict 03 0 0 0 0 Conflict 04 0 0 0 0 Conflict 05 0 0 0 0 Conflict 06 0 0 0 0 Conflict 07 0 0 0 0 Conflict 08 0 0 0 0 Conflict Ped 1 0 0 0 0 Conflict Ped 2 0 0 0 0 Conflict Ped 3 0 0 0 0 Conflict Ped 4 0 0 0 0 Conflict Ped 5 0 0 0 0 Conflict Ped 6 0 0 0 0 Conflict Ped 7 0 0 0 0 Conflict Ped 8 0 0 0 0 Overlap Number 1 0 1 0 1 0 1 0 Overlap Parms Value TABLE - 1 Conflict Lock Lock Inhibit Parent P Clrncs Inh Lock interval ALWAYS 102 38/99 1/28/2021 1:22:16 PM Overlap Plus Parms Value TABLE - 1 (Extra Included Phases Overlap Programming 1 2 3 4 5 6 7 8 9 10 1 11 1 12 13 1 14 1 15 1 16 TABLE - 1 Included P1 3 1 4 0 0 5 0 0 0 0 0 0 0 0 0 0 Included P2 0 0 7 0 0 0 0 0 0 0 0 0 0 0 0 0 Included P3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Included P4 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Included P5 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Included P6 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Included P7 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Included P8 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Modify P1 0 2 0 0 0 6 0 0 0 0 0 0 0 0 0 0 Modify P2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Modify P3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Modify P4 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Modify P5 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Modify P6 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Modify P7 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Modify P8 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Type NORMA L FYA-4 NORMA L NORMA L NORMA L FYA-4 NORMA L NORMA L NORMA L NORMA L NORMA L NORMA L NORMA L NORMA L NORMA L NORMA L Green 0 0 5 0 0 0 0 0 0 0 0 0 0 0 0 0 Yellow 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 Red 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 Overlap+ 3 4 5 6 7 10 11 12 13 14 15 16 TA Conflict P1 0 0 0 M1 0 0 0 0 0 0 0 0 0 0 0 0 0 Conflict P2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Conflict P3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Conflict P4 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Conflict P5 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Conflict P6 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 102 39/99 1/28/2021 1:22:16 PM Overlap+ 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 Conflict P7 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Conflict P8 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Conflict 01 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Conflict 02 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Conflict 03 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Conflict 04 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Conflict 05 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Conflict 06 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Conflict 07 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Conflict 08 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Conflict Ped 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Conflict Ped 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Conflict Ped 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Conflict Ped 4 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Conflict Ped 5 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Conflict Ped 6 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Conflict Ped 7 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Conflict Ped 8 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 OverlapB+ 1 2 9 10 11 12 13 14 15 16 TA Leading Green FYA MCE Disable FYA After Preempt FYA Skip Red PedCallClear FYA ImmedReturn FYARedOnRest Transit Input 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 FYA Delay Time 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 FYA Ext Overlap 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 GrnExtInh 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 GrnExtInh 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 GrnExtInh 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 GrnExtInh 4 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 GrnExtInh 5 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 102 40/99 1/28/2021 1:22:16 PM OverlapB+ 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 GrnExtInh 6 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 GrnExtInh 7 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 GrnExtInh 8 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Ped Clear Time 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 FYAGapMin 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 FYAGapMax 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 FYAGapExt 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 FYAGapDetl 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 FYAGapDet2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 FYAGapDet3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 FYAGapDet4 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Pattern B Plus 1 2 3 4 5 6 7 8 g 1 0 1 1 1 2 1 3 1 4 1 5 1 6 1 7 1 8 1 9 2 0 2 1 2 2 2 3 2 4 2 5 2 6 2 7 2 8 2 9 3 0 3 1 3 2 3 3 3 4 3 5 3 6 3 7 3 8 3 9 4 0 4 1 4 2 4 3 4 4 4 5 4 6 4 7 4 8 TABLE - 1 Yield Inhibit Pattern Plus 1 1 1 1 1 1 1 1 1 1 2 2 2 2 2 2 2 2 2 2 3 3 3 3 3 3 3 3 3 3 4 4 4 4 4 4 4 4 4 1 2 3 4 5 6 7 8 9 0 1 2 3 4 5 6 7 8 9 0 1 2 3 4 5 6 7 8 9 0 1 2 3 4 5 6 7 8 9 0 1 2 3 4 5 6 7 8 TABLE - 1 0000000000000000000000000000000000000000000000�0 • • 000000000000000000000000000000000000000000000000 • • 000000000000000000000000000000000000000000000000 • • 000000000000000000000000000000000000000000000000 • • 000000000000000000000000000000000000000000000000 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . i eNONE NONE NONE NONE NONE NONE NONE NONE MOMeeee eeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeee i�- eeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeee 102 41/99 1/28/2021 1:22:16 PM Pattern Plus 000000eoeeeeeeeeeeeeeeeeeeeeeeeeeeeeee:eee: e:e: -- eeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeee -•- eeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeee --•- eeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeee eeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeee _ eeeeeeeeee©©©eeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeee - eeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeo .....- eeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeo . -..- o00000000000000000000000000000000000000000000000 .- eeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeo 000000000000000000000000000000000000000000000000 •• eeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeee •• ©e©e©eeeee©e©eeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeee •• eeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeee ••- eeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeee •• eeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeee ••• ©e©e©eeeee©e©eeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeee •• eeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeee •• eeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeee ....- eeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeee� .-..- eeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeee O�e�eee �BBBBBBBB : BBBBBBBBe : BBBBBBBBe : B � BBB - B : B TABLE - 1 e Time 15 15 15 15 10 0 0 0 0 0 I110 I120 I120 10112 0I 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ffset Time plit Number eq Number ed Dets I 1 1 1 2 1 3 1 4 1 5 1 6 1 7 1 8 1 TABLE - 1 (Call Phase 1 0 1 2 1 0 1 4 1 0 1 6 1 0 1 3 102 42/99 1/28/2021 1:22:16 PM Ped Dets 1 2 3 4 5 6 7 8 No Activity 0 0 0 0 0 0 0 0 Max Presence 0 0 0 0 0 0 0 0 Erratic Cnt 0 0 0 0 0 0 0 0 Ped Dets Alt 1 2 3 4 5 6 7 8 TABLE - 1 Call Phase 0 0 0 0 0 0 0 0 No Activity 0 0 0 0 0 0 0 0 Max Presence 0 0 0 0 0 0 0 0 Erratic Cnt 0 0 0 0 0 0 0 0 Det Number 0 0 0 0 0 0 0 0 TABLE - 2 Call Phase 0 0 0 0 0 0 0 0 No Activity 0 0 0 0 0 0 0 0 Max Presence 0 0 0 0 0 0 0 0 Erratic Cnt 0 0 0 0 0 0 0 0 Det Number 0 0 0 0 0 0 0 0 TABLE - 3 Call Phase 0 0 0 0 0 0 0 0 No Activity 0 0 0 0 0 0 0 0 Max Presence 0 0 0 0 0 0 0 0 Erratic Cnt 0 0 0 0 0 0 0 0 Det Number 1 0 1 0 1 0 0 1 0 1 0 1 0 1 0 Ped Parms Value TABLE - 1 i AudioPedTime 0 Peer 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 TABLE IP Address 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 IP Address 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 IP Address 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 IP Address 4 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 UDP Port 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 102 43/99 1/28/2021 1:22:16 PM Peer � 2 3 4 5 6 7 8 9 10 11 12 13 14 15 Poll Freq 0 0 0 Phase Options Alt 1 2 3 4 5 6 7 8 TABLE - 1 Non Act1 Lock Call X X X X X X X X Soft Recall Dual Entry Sim Gap Enable X X X X X X X X Guar Passage Rest In Walk Cond Service Reservice Red Rest Max 2 Max Inhibit Ped Delay Conflicting Phs1 0 0 0 0 0 0 0 0 Conflicting Phs2 0 0 0 0 0 0 0 0 Assign Phase 0 0 0 0 0 0 0 0 TABLE - 2 Non Act1 Lock Call X X X X X X X X Soft Recall Dual Entry Sim Gap Enable X X X X X X X X Guar Passage Rest In Walk Cond Service Reservice Red Rest Max 2 Max Inhibit Ped Delay Conflicting Phs1 0 0 0 0 0 0 0 0 Conflicting Phs2 0 0 0 0 0 0 0 0 102 44/99 1/28/2021 1:22:16 PM Phase Options Alt 1 2 3 4 5 6 7 8 Assign Phase 1 0 1 0 1 0 1 0 1 0 1 0 1 0 0 TABLE - 3 Non Act1 Lock Call X X X X X X X X Soft Recall Dual Entry Sim Gap Enable X X X X X X X X Guar Passage Rest In Walk Cond Service Reservice Red Rest Max 2 Max Inhibit Ped Delay Conflicting Phs1 0 0 0 0 0 0 0 0 Conflicting Phs2 0 0 0 0 0 0 0 0 Assign Phase 0 0 0 0 0 0 0 0 TABLE - 4 Non Act1 Lock Call X X X X X X X X Soft Recall Dual Entry Sim Gap Enable X X X X X X X X Guar Passage Rest In Walk Cond Service Reservice Red Rest Max 2 Max Inhibit Ped Delay Conflicting Phs1 0 0 0 0 0 0 0 0 Conflicting Phs2 0 0 0 0 0 0 0 0 Assign Phase 0 0 0 0 0 0 0 0 TABLE - 5 102 45/99 1/28/2021 1:22:16 PM Phase Options Alt 1 2 3 4 5 6 7 8 Non Actl Lock Call X X X X X X X X Soft Recall Dual Entry Sim Gap Enable X X X X X X X X Guar Passage Rest In Walk Cond Service Reservice Red Rest Max 2 Max Inhibit Ped Delay Conflicting Phsl 0 0 0 0 0 0 0 0 Conflicting Phs2 0 0 0 0 0 0 0 0 sign Phase 0 0 0 0 0 0 0 0 TABLE - 6 Non Actl Lock Call X X X X X X X X Soft Recall Dual Entry Sim Gap Enable X X X X X X X X Guar Passage Rest In Walk Cond Service Reservice Red Rest Max 2 Max Inhibit Ped Delay Conflicting Phsl 0 0 0 0 0 0 0 0 Conflicting Phs2 0 0 0 0 0 0 0 0 Assign Phase 0 0 0 0 0 0 0 0 TABLE - 7 Non Actl Lock Call 102 46/99 1/28/2021 1:22:16 PM Phase Options Alt 1 2 3 4 5 6 7 8 Soft Recall Dual Entry Sim Gap Enable X X X X X X X X Guar Passage Rest In Walk Cond Service Reservice Red Rest Max 2 Max Inhibit Ped Delay Conflicting Phsl 0 0 0 0 0 0 0 0 Conflicting Phs2 0 0 0 0 0 0 0 0 Assign Phase 0 0 0 0 0 0 0 0 TABLE - 8 Non Actl Lock Call X X X X X X X X Soft Recall Dual Entry Sim Gap Enable X X X X X X X X Guar Passage Rest In Walk Cond Service Reservice Red Rest Max 2 Max Inhibit Ped Delay Conflicting Phsl 0 0 0 0 0 0 0 0 Conflicting Phs2 0 0 0 0 0 0 0 0 Assign Phase 0 0 0 0 0 0 0 0 Phase Times Alt 1 2 3 4 5 6 7 8 TABLE - 1 (Walk 0 0 0 0 0 0 0 0 Ped Clear 1 0 1 0 1 0 1 0 1 0 1 0 1 0 1 0 102 47/99 1/28/2021 1:22:16 PM Phase Times Alt 1 2 3 4 5 6 7 8 Min Green 0 0 0 0 0 0 0 0 Gap Ext 0 0 0 0 0 0 0 0 Maxl 0 0 0 0 0 0 0 0 Max2 0 0 0 0 0 0 0 0 Yellow Or 0 0 0 0 0 0 0 0 Red Or 0 0 0 0 0 0 0 0 Assign Ph 0 0 0 0 0 0 0 0 TABLE - 2 Walk 0 0 0 0 0 0 0 0 Ped Clear 0 0 0 0 0 0 0 0 Min Green 0 0 0 0 0 0 0 0 Gap Ext 0 0 0 0 0 0 0 0 Maxl 0 0 0 0 0 0 0 0 Max2 0 0 0 0 0 0 0 0 Yellow Or 0 0 0 0 0 0 0 0 Red Or 0 0 0 0 0 0 0 0 Assign Ph 0 0 0 0 0 0 0 0 TABLE - 3 Walk 0 0 0 0 0 0 0 0 Ped Clear 0 0 0 0 0 0 0 0 Min Green 0 0 0 0 0 0 0 0 Gap Ext 0 0 0 0 0 0 0 0 Max1 0 0 0 0 0 0 0 0 Max2 0 0 0 0 0 0 0 0 Yellow Or 0 0 0 0 0 0 0 0 Red Or 0 0 0 0 0 0 0 0 Assign Ph 0 0 0 0 0 0 0 0 Phase Times and Options 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 TABLE - 1 Walk 0 4 4 4 0 4 0 5 0 0 0 0 0 0 0 0 Ped Clearance 0 17 32 32 0 29 0 10 0 0 0 0 0 0 0 0 Min Green 5 15 5 5 5 15 5 5 0 0 0 0 0 0 0 0 Gap Ext 2 2 2 2 2 2 2 2 0 0 0 0 0 0 0 0 Max1 45 65 25 25 25 65 25 25 0 0 0 0 0 0 0 0 Max2 50 50 50 50 50 50 50 50 0 0 0 0 0 0 0 0 102 48/99 1/28/2021 1:22:16 PM Phase Times and Options 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 Yellow Or 4.3 4.3 3.6 3.6 4.3 4.3 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 Red Or 1 1 2 2 1 1 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 Red Revert 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Added Initial 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Max Initial 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Time Before Reduce 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Cars Before Reduce 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Time To Reduce 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Reduce By 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Min Gap 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Dynamic Max Limit 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Dynamic Max Step 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Startup RED RED RED RED RED RED RED RED RED RED RED RED RED RED RED RED Enable X X X X X X X Auto Flash Entry Auto Flash Exit Non -Actuated 1 Non -Actuated 2 Lock Call X X X X X X X X Min Recall X X Max Recall Ped Recall Soft Recall Dual Entry X X Sim Gap Enable X X X X X X X X X X X X X X X Guar Passage Rest In Walk Cond Service Add Init Calc Ring 1 1 1 1 2 2 2 2 0 0 0 0 0 0 0 0 Concur 1 5 5 7 7 1 1 3 3 0 0 0 0 0 0 0 0 Concur 2 6 6 8 8 2 2 4 4 0 0 0 0 0 0 0 0 Concur 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Concur 4 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Concur 5 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Concur 6 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 102 49/99 1/28/2021 1:22:16 PM Phase Times and Options 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 Concur 7 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Concur 8 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Phase Times+ 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 TABLE - 1 Walk2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Bike Clear 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Green Flash 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Safe Clear Min 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Safe Clear No Flash Phase Times+ Alt 1 2 3 4 5 6 7 8 TABLE - 1 Assign Phase 0 0 0 0 0 0 0 0 Walk2 0 0 0 0 0 0 0 0 Bike Clear 0 0 0 0 0 0 0 0 Green Flash 0 0 0 0 0 0 0 0 Safe Clear Min 0 0 0 0 0 0 0 0 Safe Clear No Flash TABLE - 2 Assign Phase 0 0 0 0 0 0 0 0 Walk2 0 0 0 0 0 0 0 0 Bike Clear 0 0 0 0 0 0 0 0 Green Flash 0 0 0 0 0 0 0 0 Safe Clear Min 0 0 0 0 0 0 0 0 Safe Clear No Flash TABLE - 3 Assign Phase 0 0 0 0 0 0 0 0 Walk2 0 0 0 0 0 0 0 0 Bike Clear 0 0 0 0 0 0 0 0 Green Flash 0 0 0 0 0 0 0 0 Safe Clear Min 0 0 0 0 0 0 0 0 Safe Clear No Flash . Phase Times+ and Options+ 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 102 50/99 1/28/2021 1:22:16 PM Phase Times+ and Options+ 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 TABLE - 1 Reservice X Ped Clr Thru Yellow Skip Red-NoCall Red Rest Max 2 Max Inhibit Ped Delay Red Rest On Gap Conflicting P 0 0 7 0 0 0 3 0 0 0 0 0 0 0 0 0 Green Ped Delay Time 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Omit Yel 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Ped Out 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Start Yel 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Inhibit P1 Inhibit P2 Inhibit P3 Inhibit P4 Inhibit P5 Inhibit P6 Inhibit P7 Inhibit P8 Inhibit P9 Inhibit P10 Inhibit P11 Inhibit P12 Inhibit P13 Inhibit P14 Inhibit P15 Inhibit P16 Call Phs1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Call Phs2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Call Phs3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Call Phs4 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Redirect P Calls From 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Redirect P Calls To 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 102 51/99 1/28/2021 1:22:16 PM Phase Times+ and Options+ 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 Redirect P Calls From 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Redirect P Calls To 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Redirect P Calls From 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Redirect P Calls To 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Redirect P Calls From 4 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Redirect P Calls To 4 1 0 0 1 0 0 1 0 0 1 0 1 0 0 1 0 0 1 0 1 0 0 1 0 10 Port Bindings Value TABLE - 1 TS2CVM Channel ASYNC3 MMU Channel NONE OPTICOM Channel NONE Loop Det Channel NONE GPS Channel NONE System Up Channel NONE System Up Modem Enable NONE System Up Idle Time 0 System Up Dial Time 0 System Down Channel NONE Shell Channel NONE Port Parameters 1 2 3 4 5 6 7 8 TABLE - 1 Baud 38400 9600 1200 1200 1200 1200 1200 1200 FCM 6 6 0 0 0 0 0 0 Preempt 1 2 3 4 5 6 TABLE - 1 Lock Input X X Override Auto Flash Override Higher Preempt X X Flash in Dwell Link to Preempt 0 0 0 0 0 0 102 52/99 1/28/2021 1:22:16 PM Preempt 1 2 3 4 5 6 Delay 4 0 0 0 0 0 Min Duration 5 5 10 10 10 10 Min Green 2 2 0 0 0 0 Min Walk 0 0 0 0 0 0 Ped Clear 0 0 0 0 0 0 Track Green 0 20 0 0 0 0 Min Dwell 0 0 0 0 0 0 Max Presence 0 0 180 180 180 180 Track Veh 1 0 7 0 0 0 0 Track Veh 2 0 0 0 0 0 0 Track Veh 3 0 0 0 0 0 0 Track Veh 4 0 0 0 0 0 0 Dwell Cyc Veh 1 0 7 3 2 4 1 Dwell Cyc Veh 2 2 0 0 5 0 6 Dwell Cyc Veh 3 0 0 0 0 0 0 Dwell Cyc Veh 4 6 0 0 0 0 0 Dwell Cyc Veh 5 0 0 0 0 0 0 Dwell Cyc Veh 6 0 0 0 0 0 0 Dwell Cyc Veh 7 0 0 0 0 0 0 Dwell Cyc Veh 8 0 0 0 0 0 0 Dwell Cyc Veh 9 0 0 0 0 0 0 Dwell Cyc Veh 10 0 0 0 0 0 0 Dwell Cyc Veh 11 0 0 0 0 0 0 Dwell Cyc Veh 12 0 0 0 0 0 0 Dwell Cyc Ped1 0 0 0 0 0 0 Dwell Cyc Ped2 0 0 0 0 0 0 Dwell Cyc Ped3 0 0 0 0 0 0 Dwell Cyc Ped4 0 0 0 0 0 0 Dwell Cyc Ped5 0 0 0 0 0 0 Dwell Cyc Ped6 0 0 0 0 0 0 Dwell vPed7 0 0 0 0 0 0 Dwell Cyc Ped8 0 0 0 0 0 0 Exit 1 0 0 0 0 0 0 Exit 2 0 0 0 0 0 0 Exit 3 0 0 0 0 0 0 Exit 4 0 0 0 0 0 0 102 53/99 1/28/2021 1:22:16 PM Preempt 7-12 1 2 3 4 5 6 TABLE - 1 Lock Input X X X X X X Override Auto Flash X X X X X X Override Higher Preempt X X X X X X Flash in Dwell Link to Preempt 0 0 0 0 0 0 Delay 0 0 0 0 0 0 Min Duration 0 0 0 0 0 0 Min Green 0 0 0 0 0 0 Min Walk 0 0 0 0 0 0 Ped Clear 0 0 0 0 0 0 Track Green 0 0 0 0 0 0 Min Dwell 0 0 0 0 0 0 Max Presence 0 0 0 0 0 0 Track Vehl 0 0 0 0 0 0 Track Veh2 0 0 0 0 0 0 Track Veh3 0 0 0 0 0 0 Track Veh4 0 0 0 0 0 0 Dwell Cyc Vehl 0 0 0 0 0 0 Dwell Cyc Veh2 0 0 0 0 0 0 Dwell Cyc Veh3 0 0 0 0 0 0 Dwell Cyc Veh4 0 0 0 0 0 0 Dwell Cyc Veh5 0 0 0 0 0 0 Dwell Cyc Veh6 0 0 0 0 0 0 Dwell Cyc Veh7 0 0 0 0 0 0 Dwell Cyc Veh8 0 0 0 0 0 0 Dwell Cyc Veh9 0 0 0 0 0 0 Dwell Cyc Veh10 0 0 0 0 0 0 Dwell Cyc Vehll 0 0 0 0 0 0 Dwell Cyc Veh12 0 0 0 0 0 0 Dwell Cyc Ped1 0 0 0 0 0 0 Dwell Cyc Ped2 0 0 0 0 0 0 Dwell Cyc Ped3 0 0 0 0 0 0 Dwell Cyc Ped4 0 0 0 0 0 0 Dwell Cyc Ped5 0 0 0 0 0 0 102 54/99 1/28/2021 1:22:16 PM Preempt 7-12 1 2 3 4 5 6 Dwell Cyc Ped6 0 0 0 0 0 0 Dwell Cyc Ped? 0 0 0 0 0 0 Dwell Cyc Ped8 0 0 0 0 0 0 Exit 1 0 0 0 0 0 0 Exit 2 0 0 0 0 0 0 Exit 3 0 0 0 0 0 0 Exit 4 0 1 0 1 0 1 0 1 0 1 0 Preempt AdvTimes/InitDwell 1 1 2 3 4 5 6 TABLE - 1 All Red B4 Preempt Reset Ext Dwell Reservice Preempt End Dwell DsblDwellCalls Enter Yellow Change 25.5 25.5 25.5 25.5 25.5 25.5 Enter Red Clear 25.5 25.5 25.5 25.5 25.5 25.5 Track Yellow Change 25.5 25.5 25.5 25.5 25.5 25.5 Track Red Clear 25.5 25.5 25.5 25.5 25.5 25.5 Initial Dwell Phase 1 0 0 0 0 0 0 Initial Dwell Phase 2 0 0 0 0 0 0 Initial Dwell Phase 3 0 0 0 0 0 0 Initial Dwell Phase 4 0 0 0 0 0 0 Ped 1 0 0 0 0 0 0 Ped 2 0 0 0 0 0 0 Ped 3 0 0 0 0 0 0 Ped 4 0 0 0 0 0 0 Initial Dwell Overlap 1 0 0 0 0 0 0 Initial Dwell Overlap 2 0 0 0 0 0 0 Initial Dwell Overlap 3 0 0 0 0 0 0 Initial Dwell Overlap 4 0 0 0 0 0 0 Initial Dwell Overlap 5 0 0 0 0 0 0 Initial Dwell Overlap 6 0 0 0 0 0 0 Initial Dwell Overlap 7 0 0 0 0 0 0 Initial Dwell Overlap 8 0 0 0 0 0 0 Initial Dwell Overlap 9 0 0 0 0 0 0 102 55/99 1/28/2021 1:22:16 PM Preempt AdvTimes/InitDwell 1 2 3 4 5 6 Initial Dwell Overlap 10 0 0 0 0 0 0 Initial Dwell Overlap 11 0 0 0 0 0 0 Initial Dwell Overlap 12 0 0 0 0 0 0 Initial Dwell Overlap 13 0 0 0 0 0 0 Initial Dwell Overlap 14 0 0 0 0 0 0 Initial Dwell Overlap 15 0 0 0 0 0 0 (Initial Dwell Overlap 16I 0 0 1 0 1 0 1 0 1 0 Preempt AdvTimes/InitDwell 7-12 1 2 3 4 5 6 TABLE - 1 All Red B4 Preempt Reset Ext Dwell Reservice Preempt End Dwell Enter Yellow Change 0 0 0 0 0 0 Enter Red Clear 0 0 0 0 0 0 Track Yellow Change 0 0 0 0 0 0 Track Red Clear 0 0 0 0 0 0 Initial Dwell Phase 1 0 0 0 0 0 0 Initial Dwell Phase 2 0 0 0 0 0 0 Initial Dwell Phase 3 0 0 0 0 0 0 Initial Dwell Phase 4 0 0 0 0 0 0 Initial Dwell Ped 1 0 0 0 0 0 0 Initial Dwell Ped 2 0 0 0 0 0 0 Initial Dwell Ped 3 0 0 0 0 0 0 Initial Dwell Ped 4 0 0 0 0 0 0 Initial Dwell Overlap 1 0 0 0 0 0 0 Initial Dwell Overlap 2 0 0 0 0 0 0 Initial Dwell Overlap 3 0 0 0 0 0 0 Initial Dwell Overlap 4 0 0 0 0 0 0 Initial Dwell Overlap 5 0 0 0 0 0 0 Initial Dwell Overlap 6 0 0 0 0 0 0 Initial Dwell Overlap 7 0 0 0 0 0 0 Initial Dwell Overlap 8 0 0 0 0 0 0 Initial Dwell Overlap 9 0 0 0 0 0 0 Initial Dwell Overlap 10 0 0 0 0 0 0 102 56/99 1/28/2021 1:22:16 PM Preempt AdvTimes/InitDwell 7-12 1 2 3 4 5 6 Initial Dwell Overlap 11 0 0 0 0 0 0 Initial Dwell Overlap 12 0 0 0 0 0 0 Initial Dwell Overlap 13 0 0 0 0 0 0 Initial Dwell Overlap 14 0 0 0 0 0 0 Initial Dwell Overlap 15 0 0 0 0 0 0 Initial Dwell Overlap 16 0 0 0 0 0 0 ExitVehCalls 1 ExitVehCalls 2 ExitVehCalls 3 ExitVehCalls 4 ExitVehCalls 5 ExitVehCalls 6 ExitVehCalls 7 ExitVehCalls 8 ExitVehCalls 9 ExitVehCalls 10 ExitVehCalls 11 ExitVehCalls 12 ExitVehCalls 13 ExitVehCalls 14 ExitVehCalls 15 ExitVehCalls 16 ExitPedCalls 1 ExitPedCalls 2 ExitPedCalls 3 ExitPedCalls 4 ExitPedCalls 5 ExitPedCalls 6 ExitPedCalls 7 ExitPedCalls 8 ExitPedCalls 9 ExitPedCalls 10 ExitPedCalls 11 ExitPedCalls 12 ExitPedCalls 13 ExitPedCalls 14 102 57/99 1/28/2021 1:22:16 PM Preempt AdvTimes/InitDwell 7-12 1 2 3 4 5 6 ExitPedCalls 15 ExitPedCalls 16 Preempt LP 1 2 3 4 TABLE - 1 Min 0 0 0 0 Max 0 0 0 0 Enable Lock Mode MAX MAX MAX MAX Coord in Preempt X X No Skip Priority P1 0 0 0 0 Priority P2 0 0 0 0 Priority P3 0 0 0 0 Priority P4 0 0 0 0 Lock 0 0 0 0 Headway 0 0 0 0 Group Lock Queue Jump Free Mode Alt Table 0 0 0 0 Preempt Parms Value TA� LPAlt Source 3-6 Max Cycle Time 0 Max Seek Track Time 0 Max Seek Dwell Time 0 Cycle Fault Action ALARM EVP Ped Confirmations Invert Rail Input Preempt+ 1 2 3 4 5 6 TABLE - 1 lEnable X I X I X I X I X I X 102 58/99 1/28/2021 1:22:16 PM Preempt+ 1 2 3 4 5 6 Type RAIL RAIL EMERG EMERG EMERG EMERG Skip Track X X Volt Mon Flash Coord in Preempt X X X X X X Return Max/Min MAX MAX MAX MAX MAX MAX Extend Dwell 0 0 0 0 0 0 Pattern 0 0 0 0 0 0 Output Mode TS2 TS2 TS2 TS2 TS2 TS2 Track Over 1 0 3 1 0 0 0 Track Over 2 0 0 0 0 0 0 Track Over 3 0 0 0 0 0 0 Track Over 4 0 0 0 0 0 0 Track Over 5 0 0 0 0 0 0 Track Over 6 0 0 0 0 0 0 Track Over 7 0 0 0 0 0 0 Track Over 8 0 0 0 0 0 0 Track Over 9 0 0 0 0 0 0 Track Over 10 0 0 0 0 0 0 Track Over 11 0 0 0 0 0 0 Track Over 12 0 0 0 0 0 0 DwellCyc Over 1 2 3 0 0 0 0 DwellCyc Over 2 0 0 0 0 0 0 DwellCyc Over 3 0 0 0 0 0 0 DwellCyc Over 4 0 0 0 0 0 0 DwellCyc Over 5 0 0 0 0 0 0 DwellCyc Over 6 0 0 0 0 0 0 DwellCyc Over 7 0 0 0 0 0 0 DwellCyc Over 8 0 0 0 0 0 0 DwellCyc Over 9 0 0 0 0 0 0 DwellCyc Over 10 0 0 0 0 0 0 DwellCyc Over 11 0 0 0 0 0 0 DwellCyc Over 12 0 0 0 0 0 0 Ped Clear 0 0 0 0 0 0 Yellow 0 0 0 0 0 0 Red 0 0 0 0 0 0 Return Max 0 0 0 0 0 0 102 59/99 1/28/2021 1:22:16 PM Preempt+ 7-12 1 2 3 4 5 6 TABLE - 1 Enable Type EMERG EMERG EMERG EMERG EMERG EMERG Skip Track Volt Mon Flash Coord in Preempt Max2 Return Max/Min MAX MAX MAX MAX MAX MAX Extend Dwell 0 0 0 0 0 0 Pattern 0 0 0 0 0 0 Output Mode TS2 TS2 TS2 TS2 TS2 TS2 Track Over 1 0 0 0 0 0 0 Track Over 2 0 0 0 0 0 0 Track Over 3 0 0 0 0 0 0 Track Over 4 0 0 0 0 0 0 Track Over 5 0 0 0 0 0 0 Track Over 6 0 0 0 0 0 0 Track Over 7 0 0 0 0 0 0 Track Over 8 0 0 0 0 0 0 Track Over 9 0 0 0 0 0 0 Track Over 10 0 0 0 0 0 0 Track Over 11 0 0 0 0 0 0 Track Over 12 0 0 0 0 0 0 DwellCyc Over 1 0 0 0 0 0 0 DwellCyc Over 2 0 0 0 0 0 0 DwellCyc Over 3 0 0 0 0 0 0 DwellCyc Over 4 0 0 0 0 0 0 DwellCyc Over 5 0 0 0 0 0 0 DwellCyc Over 6 0 0 0 0 0 0 DwellCyc Over 7 0 0 0 0 0 0 DwellCyc Over 8 0 0 0 0 0 0 DwellCyc Over 9 0 0 0 0 0 0 DwellCyc Over 10 0 0 0 0 0 0 DwellCyc Over 11 0 0 0 0 0 0 DwellCyc Over 12 0 0 0 0 0 0 Ped Clear 0 0 0 0 0 0 102 60/99 1/28/2021 1:22:16 PM Preempt+ 7-12 1 2 3 4 5 6 Yellow 0 0 0 0 0 0 Red 0 0 0 0 0 0 Return Max 0 0 0 0 0 0 Preemption Events 1 2 3 4 TABLE - 1 Delay Time 0 0 0 0 Hold Interval 0 0 0 0 Linked Event 0 0 0 0 Interval 1 0 0 0 0 Interval 2 0 0 0 0 Interval 3 0 0 0 0 Interval 4 0 0 0 0 Interval 5 0 0 0 0 Interval 6 0 0 0 0 Interval 7 0 0 0 0 Interval 8 0 0 0 0 Interval 9 0 0 0 0 Interval 10 0 0 0 0 Interval 11 0 0 0 0 Interval 12 0 0 0 0 Interval 13 0 0 0 0 Interval 14 0 0 0 0 Interval 15 0 0 0 0 Interval 16 0 0 0 0 Time 1 0 0 0 0 Time 2 0 0 0 0 Time 3 0 0 0 0 Time 4 0 0 0 0 Time 5 0 0 0 0 Time 6 0 0 0 0 Time 7 0 0 0 0 Time 8 0 0 0 0 Time 9 0 0 0 0 Time 10 0 0 0 0 Time 11 0 0 0 0 102 61/99 1/28/2021 1:22:16 PM Preemption Events 1 2 3 4 Time 12 0 0 0 0 Time 13 0 0 0 0 Time 14 0 0 0 0 Time 15 0 0 0 0 Time 16 1 0 1 0 1 0 1 0 Preemption Sequences 1 6=7 � 9 1 111 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 TA� Start Ph 1 Start Ph 2 Start Ph 3 Start Ph 4 Start Ph 5 Start Ph 6 Start Ph 7 Start Ph 8 Start Ph 9 Start Ph 10 Start Ph 11 Start Ph 12 Start Ph 13 Start Ph 14 Start Ph 15 Start Ph 16 Ph Omit 1 Ph Omit 2 Ph Omit 3 Ph Omit 4 Ph Omit 5 Ph Omit 6 Ph Omit 7 Ph Omit 8 Ph Omit 9 Ph Omit 10 Ph Omit 11 Ph Omit 12 102 62/99 1/28/2021 1:22:16 PM Preemption Sequences 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 Ph Omit 13 . Ph Omit 14 . Ph Omit 15 . Ph Omit 16 Ped Omit 1 Ped Omit 2 Ped Omit 3 Ped Omit 4 . Ped Omit 5 . Ped Omit 6 Ped Omit 7 Ped Omit 8 Ped Omit 9 Ped Omit 10 Ped Omit 11 Ped Omit 12 Ped Omit 13 Ped Omit 14 Ped Omit 15 Ped Omit 16 Olap Omit 1 Olap Omit 2 Olap Omit 3 Olap Omit 4 . Olap Omit 5 . Olap Omit 6 Olap Omit 7 Olap Omit 8 Olap Omit 9 Olap Omit 10 Olap Omit 11 Olap Omit 12 . Olap Omit 13 . Olap Omit 14 Olap Omit 15 Olap Omit 16 102 63/99 1/28/2021 1:22:16 PM Preemption Sequences 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 Veh Calls 1 Veh Calls 2 Veh Calls 3 . Veh Calls 4 Veh Calls 5 Veh Calls 6 Veh Calls 7 Veh Calls 8 . Veh Calls 9 . Veh Calls 10 Veh Calls 11 Veh Calls 12 Veh Calls 13 Veh Calls 14 Veh Calls 15 Veh Calls 16 Ped Calls 1 Ped Calls 2 Ped Calls 3 Ped Calls 4 Ped Calls 5 Ped Calls 6 Ped Calls 7 Ped Calls 8 Ped Calls 9 Ped Calls 10 Ped Calls 11 Ped Calls 12 Ped Calls 13 Ped Calls 14 Ped Calls 15 Ped Calls 16 Hold Ph 1 Hold Ph 2 Hold Ph 3 Hold Ph 4 . ........................ 102 64/99 1/28/2021 1:22:16 PM Preemption Sequences 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 Hold Ph 5 . Hold Ph 6 . Hold Ph 7 . Hold Ph 8 Hold Ph 9 Hold Ph 10 Hold Ph 11 Hold Ph 12 . Hold Ph 13 . Hold Ph 14 Hold Ph 15 Hold Ph 16 Adv Ph 1 Adv Ph 2 Adv Ph 3 Adv Ph 4 Adv Ph 5 Adv Ph 6 Adv Ph 7 Adv Ph 8 Adv Ph 9 Adv Ph 10 Adv Ph 11 Adv Ph 12 Adv Ph 13 Adv Ph 14 Adv Ph 15 Adv Ph 16 Force Off 1 Force Off 2 Force Off 3 Force Off 4 Force Off 5 Force Off 6 Force Off 7 Force Off 8 102 65/99 1/28/2021 1:22:16 PM Preemption Sequences 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 Force Off 9 . Force Off 10 . Force Off 11 . Force Off 12 Force Off 13 Force Off 14 Force Off 15 Force Off 16 Spec Func 1 Spec Func 2 Spec Func 3 Spec Func 4 Spec Func 5 Spec Func 6 Spec Func 7 Spec Func 8 Spec Func 9 Spec Func 10 Spec Func 11 Spec Func 12 Spec Func 13 Spec Func 14 Spec Func 15 Spec Func 16 . Purdue Value TABLE - Enable Logging Max Log Size 0 Max Log Duration 0 History Limit 0 Resync Freq 0 Colors Detectors Peds Coordination 102 66/99 1/28/2021 1:22:16 PM Purdue Value Control Preempts Overlaps Cabinet Ring Input Map 1 2 3 4 TABLE - 1 Input Map Ring Sequences I 1 1 1 2 1 3 4 1 T� Ring P1 1 5 0 0 Ring P2 2 6 0 0 Ring P3 3 7 0 0 Ring P4 4 8 0 0 Ring P5 0 0 0 0 Ring P6 0 0 0 0 Ring P7 0 0 0 0 Ring P8 0 0 0 0 TABLE - 2 Ring P1 1 6 0 0 Ring P2 2 5 0 0 Ring P3 3 7 0 0 Ring P4 4 8 0 0 Ring P5 0 0 0 0 Ring P6 0 0 0 0 Ring P7 0 0 0 0 Ring P8 0 0 0 0 TABLE - 3 Ring P1 2 5 0 0 Ring P2 1 6 0 0 Ring P3 3 7 0 0 Ring P4 4 8 0 0 Ring P5 0 0 0 0 Ring P6 0 0 0 0 102 67/99 1/28/2021 1:22:16 PM Ring Sequences 1 2 3 4 Ring P7 1 0 0 0 0 Ring P8 1 0 0 0 0 TABLE - 4 Ring P1 2 6 0 0 Ring P2 1 5 0 0 Ring P3 3 7 0 0 Ring P4 4 8 0 0 Ring P5 0 0 0 0 Ring P6 0 0 0 0 Ring P7 0 0 0 0 Ring P8 0 0 0 0 TABLE - 5 Ring P1 1 5 0 0 Ring P2 2 6 0 0 Ring P3 3 8 0 0 Ring P4 4 7 0 0 Ring P5 0 0 0 0 Ring P6 0 0 0 0 Ring P7 0 0 0 0 Ring P8 0 0 0 0 TABLE - 6 Ring P1 1 6 0 0 Ring P2 2 5 0 0 Ring P3 3 8 0 0 Ring P4 4 7 0 0 Ring P5 0 0 0 0 Ring P6 0 0 0 0 Ring P7 0 0 0 0 Ring P8 0 0 0 0 TABLE - 7 Ring P1 2 5 0 0 Ring P2 1 6 0 0 Ring P3 3 8 0 0 Ring P4 4 7 0 0 Ring P5 0 0 0 0 Ring P6 0 0 0 0 102 68/99 1/28/2021 1:22:16 PM Ring Sequences 1 2 3 4 Ring P7 1 0 0 0 0 Ring P8 1 0 0 0 0 TABLE - 8 Ring P1 2 6 0 0 Ring P2 1 5 0 0 Ring P3 3 8 0 0 Ring P4 4 7 0 0 Ring P5 0 0 0 0 Ring P6 0 0 0 0 Ring P7 0 0 0 0 Ring P8 0 0 0 0 TABLE - 9 Ring P1 1 5 0 0 Ring P2 2 6 0 0 Ring P3 4 7 0 0 Ring P4 3 8 0 0 Ring P5 0 0 0 0 Ring P6 0 0 0 0 Ring P7 0 0 0 0 Ring P8 0 0 0 0 TABLE - 10 Ring P1 1 6 0 0 Ring P2 2 5 0 0 Ring P3 4 7 0 0 Ring P4 3 8 0 0 Ring P5 0 0 0 0 Ring P6 0 0 0 0 Ring P7 0 0 0 0 Ring P8 0 0 0 0 TABLE - 11 Ring P1 2 5 0 0 Ring P2 1 6 0 0 Ring P3 4 7 0 0 Ring P4 3 8 0 0 Ring P5 0 0 0 0 Ring P6 0 0 0 0 102 69/99 1/28/2021 1:22:16 PM Ring Sequences 1 2 3 4 Ring P7 1 0 0 0 0 Ring P8 1 0 0 0 0 TABLE - 12 Ring P1 2 6 0 0 Ring P2 1 5 0 0 Ring P3 4 7 0 0 Ring P4 3 8 0 0 Ring P5 0 0 0 0 Ring P6 0 0 0 0 Ring P7 0 0 0 0 Ring P8 0 0 0 0 TABLE - 13 Ring P1 1 5 0 0 Ring P2 2 6 0 0 Ring P3 4 8 0 0 Ring P4 3 7 0 0 Ring P5 0 0 0 0 Ring P6 0 0 0 0 Ring P7 0 0 0 0 Ring P8 0 0 0 0 TABLE - 14 Ring P1 1 6 0 0 Ring P2 2 5 0 0 Ring P3 4 8 0 0 Ring P4 3 7 0 0 Ring P5 0 0 0 0 Ring P6 0 0 0 0 Ring P7 0 0 0 0 Ring P8 0 0 0 0 TABLE - 15 Ring P1 2 5 0 0 Ring P2 1 6 0 0 Ring P3 4 8 0 0 Ring P4 3 7 0 0 Ring P5 0 0 0 0 Ring P6 0 0 0 0 102 70/99 1/28/2021 1:22:16 PM Ring Sequences 1 2 3 4 Ring P7 0 0 0 0 Ring P8 0 0 0 0 TABLE - 16 Ring P1 2 6 0 0 Ring P2 1 5 0 0 Ring P3 4 8 0 0 Ring P4 3 7 0 0 Ring P5 0 0 0 0 Ring P6 0 0 0 0 Ring P7 0 0 0 0 Ring P8 1 0 1 0 1 0 1 0 SDLC Devices 8 9 10 11 12 13 14 15 16 17 18 TA� IDev Present er to Peer SDLC Parms Value TABLE - 1 Retry Time 0 Enable MsgO Enable TOD SlowMsgOvrd Security Passwords Security Code Security Level 1 0 2 0 3 0 4 0 5 0 6 0 7 0 8 0 9 0 10 0 102 71/99 1/28/2021 1:22:16 PM Security Passwords Security Code Security Level 11 0 12 0 13 0 14 0 15 0 16 0 17 0 18 0 19 0 20 0 21 0 22 0 23 0 24 0 25 0 26 0 27 0 28 0 29 0 30 0 31 0 32 0 33 0 34 0 35 0 36 0 37 0 38 0 39 0 40 0 41 0 42 0 43 0 44 0 45 0 46 0 102 72/99 1/28/2021 1:22:16 PM Security Passwords Security Code Security Level 47 0 48 0 49 0 50 0 51 0 52 0 53 0 54 0 55 0 56 0 57 0 58 0 59 0 60 0 61 0 62 0 63 0 64 0 Speed Parameters 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 TAM 1 Up Det 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 Down Det 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Zone Len 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Loop Car 1 0 1 0 0 1 0 1 0 1 0 1 0 0 0 0 0 0 0 0 0 0 Splits Expanded TABLE - 1 Time 31 60 46 18 13 78 18 46 0 0 0 0 0 0 0 0 Mode NON MAX MAX NON NON MAX NON NON NON NON NON NON NON NON NON NON Coord Phase X TABLE - 2 Time 1 33 1 50 1 52 1 20 1 12 1 71 1 20 1 52 1 0 1 0 1 0 1 0 1 0 1 0 1 0 1 0 Mode NON MAX NON NON NON MAX NON NON NON NON NON NON NON NON NON NON Coord Phase X 102 73/99 1/28/2021 1:22:16 PM Splits Expanded 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 TABLE - 3 Time 43 44 49 19 12 75 19 49 0 0 0 0 0 0 0 0 Mode NON MAX NON NON NON MAX NON NON NON NON NON NON NON NON NON NON Coord Phase X TABLE - 4 Time 46 18 13 78 i 18 46 0 0 0 0 0 0 0 0 39 52 Mode NON NON NON NON NON NON NON NON NON NON NON NON NON NON NON NON Coord Phase X TABLE - 5 Time 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Mode NON NON NON NON NON NON NON NON NON NON NON NON NON NON NON NON Coord Phase TABLE - 6 0000000000000000 TABLE - 7 1 Coord Phase TABLE - 8 Time 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Mode NON NON NON NON NON NON NON NON NON NON NON NON NON NON NON NON Coord Phase TABLE - 9 0000000000000000 TABLE - 10 1 TABLE - 11 Time 1 24 1 61 1 21 1 14 1 15 1 70 1 14 1 21 1 0 1 0 1 0 1 0 1 0 1 0 1 0 0 Mode I NON I MAXI MAXINONI NON I MAX NON NON NON NON NON NON NON NON NON NON Coord Phase X TABLE - 12 102 74/99 1/28/2021 1:22:16 PM Splits Expanded 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 Time 26 48 29 17 14 60 29 17 0 0 0 0 0 0 0 0 Mode NON MAX NON NON NON MAX NON NON NON NON NON NON NON NON NON NON Coord Phase X TABLE - 13 Time 23 63 17 17 16 70 17 17 0 0 0 0 0 0 0 0 Mode NON MAX I NON NON NON MAX I NON I NON I NON NON NON NON I NON I NON I NON I NON Coord Phase I X TABLE - 14 Time 23 50 30 17 16 57 17 30 0 0 0 0 0 0 0 0 Mode NON MAX NON NON NON MAX NON NON NON NON NON NON NON NON NON NON Coord Phase X TABLE - 15 Time 24 54 28 14 15 63 22 20 0 0 0 0 0 0 0 0 Mode NON MAX NON NON NON MAX NON NON NON NON NON NON NON NON NON NON Coord Phase X TABLE - 16 Time 0 1 O�T 0 1 0 1 0 1 0 1 0 -r--0-T 0 10 0 0 0 1 0 1 0 1 0 Mode NON NON NON I NON NON NON NON NON NON NON NON NON I NON I NON I NON I NON Coord Phase TABLE - 17 Time 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Mode NON NON NON NON NON NON NON NON NON NON NON NON NON NON NON NON Coord Phase TABLE - 18 0000000000000000 TABLE - 19 Time 0 0 0 -F--6-T 0 1 0 1 0 1 0 1 0 0 1 0 1 0 I 0 I 0 I 0 I 0 Mode NON NON NON NON NON NON NON NON NON NON NON NON NON NON NON NON Coord Phase . TABLE - 20 TABLE - 21 (Time 1 0 1 0 1 0 1 0 1 0 1 0 1 0 1 0 1 0 1 0 1 0 1 0 1 0 1 0 1 0 1 0 102 75/99 1/28/2021 1:22:16 PM Splits Expanded 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 Mode I NON I NON I NON I NON I NON I NON I NON I NON I NON I NON I NON I NON I NON I NON I NON NON Coord Phase TABLE - 22 0000000000000000 TABLE - 23 Time 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Mode NON NON NON NON NON NON NON NON NON NON NON NON NON NON NON NON Coord Phase TABLE - 24 i " 0000000000000000 Coord Phase TABLE - 25 TABLE - 26 Time 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Mode NON NON NON NON NON NON NON NON NON NON NON NON NON NON NON NON Coord Phase TABLE - 27 A 0000000000000000 TABLE - 28 Time 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Mode NON NON NON NON NON NON NON NON NON NON NON NON NON NON NON NON Coord Phase TABLE - 29 Time 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Mode NON NON NON NON NON NON NON NON NON NON NON NON NON NON NON NON Coord Phase TABLE - 30 ime M 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Mode I NON I NON I NON I NON I NON I NON I NON I NON I NON I NON I NON I NON I NON I NON I NON NON 102 76/99 1/28/2021 1:22:16 PM Splits Expanded 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 ICoord Phase I . I . I . I . I . I . I . I . I . I . I . I . I . I . I . I . TABLE - 31 0000000000000000 Coord Phase TABLE - 32 Time 0 I 0 I 0 I 0 I 0 I 0 0 I 0 I 0 I 0 0 1 0 1 0 1 0 1 0 0 Mode NON NON I NON NON I NON I NON NON NO NON I NON NON I NON I NON NON I NON NON Coord Phase J Splits Plus 1 2 3 4 5 6 7 8 19 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 lPriFrc 1 0 1 102 77/99 1/28/2021 1:22:16 PM 102 78/99 1/28/2021 1:22:16 PM Override •• aaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaa •-d- --d aaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaa Override - - aaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaa Perml Enable 1aaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaa Perml Enable 2aaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaa •- -- aaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaa •- --- aaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaa •- -- aaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaa --• aaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaa - -- aaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaa •- -- aaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaa Perml Enable• aaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaa Perml Enable0 aaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaa Perml Enable 11aaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaa Perml Enable 12aaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaa Perml Enable 13aaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaa EnablePerml - aaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaa Perml Enable 15aaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaa Perml Enable• aaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaa Perm2 Enable 1aaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaa - -- aaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaa •- -- aaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaa Perm2 Enable- aaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaa •- on Im- 102 79/99 1/28/2021 1:22:16 PM Splits Plus 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 Perm2 Enable 6 Perm2 Enable 7 Perm2 Enable 8 . Perm2 Enable 9 Perm2 Enable 10 Perm2 Enable 11 Perm2 Enable 12 Perm2 Enable 13 Perm2 Enable 14 Perm2 Enable 15 Perm2 Enable 16 Perm3 Enable 1 Perm3 Enable 2 Perm3 Enable 3 Perm3 Enable 4 Perm3 Enable 5 Perm3 Enable 6 Perm3 Enable 7 Perm3 Enable 8 Perm3 Enable 9 Perm3 Enable 10 Perm3 Enable 11 Perm3 Enable 12 Perm3 Enable 13 Perm3 Enable 14 Perm3 Enable 15 - Perm3 Enable 16 1 + 7.1 I I Sync Parameters 1 2 3 4 TABLE - 1 Hdwr Port SPSS TOD Parameters Value TABLE - 1 102 80/99 1/28/2021 1:22:16 PM TOD Parameters Value Time Base Sync Reference 0 Daylight Savings ENABLE GMT Offset Sign + GMT Offset Time 0 DST Spring Month 0 DST Spring Week 1 DST Fall Month 0 DST Fall Week 1 TSP Splits 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 TABLE - 1 Max Reduce 1 Max Reduce 2 Max Reduce 3 Max Reduce 4 Max Reduce 5 Max Reduce 6 Max Reduce 7 Max Reduce 8 Max Reduce 16 Max Extend 1 Max Extend 2 Max Extend 3 Max Extend 4 Max Extend 5 Max Extend 6 Max Extend 7 102 81/99 1/28/2021 1:22:16 PM Max Extend 16 Strategy Number 1 Strategy Number 2 Strategy Number 3 Strategy Number 4 Time Service Desired I Time Service Desired 2 Time Service Desired 3 Time Service Desired 4 Time Estimated Departure I Time Estimated Departure 2 Time Estimated Departure 3 Time Estimated Departure 4 TABLE - 1 Ph Omit 1 0 0 0 0 0 0 0 0 Ph Omit 2 0 0 0 0 0 0 0 0 Ph Omit 3 0 0 0 0 0 0 0 0 Ph Omit 4 0 0 0 0 0 0 0 0 Ph Omit 5 0 0 0 0 0 0 0 0 Ph Omit 6 0 0 0 0 0 0 0 0 Ph Omit 7 0 0 0 0 0 0 0 0 Ph Omit 8 0 0 0 0 0 0 0 0 Ph Omit 9 0 0 0 0 0 0 0 0 102 82/99 1/28/2021 1:22:16 PM TSP Strategy 1 2 3 4 5 6 7 8 Ph Omit 10 0 0 0 0 0 0 0 0 Ph Omit 11 0 0 0 0 0 0 0 0 Ph Omit 12 0 0 0 0 0 0 0 0 Ph Omit 13 0 0 0 0 0 0 0 0 Ph Omit 14 0 0 0 0 0 0 0 0 Ph Omit 15 0 0 0 0 0 0 0 0 Ph Omit 16 0 0 0 0 0 0 0 0 Ped Omit 1 0 0 0 0 0 0 0 0 Ped Omit 2 0 0 0 0 0 0 0 0 Ped Omit 3 0 0 0 0 0 0 0 0 Ped Omit 4 0 0 0 0 0 0 0 0 Ped Omit 5 0 0 0 0 0 0 0 0 Ped Omit 6 0 0 0 0 0 0 0 0 Ped Omit 7 0 0 0 0 0 0 0 0 Ped Omit 8 0 0 0 0 0 0 0 0 Ped Omit 9 0 0 0 0 0 0 0 0 Ped Omit 10 0 0 0 0 0 0 0 0 Ped Omit 11 0 0 0 0 0 0 0 0 Ped Omit 12 0 0 0 0 0 0 0 0 Ped Omit 13 0 0 0 0 0 0 0 0 Ped Omit 14 0 0 0 0 0 0 0 0 Ped Omit 15 0 0 0 0 0 0 0 0 Ped Omit 16 0 0 0 0 0 0 0 0 Service Ph 1 0 0 0 0 0 0 0 0 Service Ph 2 0 0 0 0 0 0 0 0 Service Ph 3 0 0 0 0 0 0 0 0 Service Ph 4 0 0 0 0 0 0 0 0 Unit Parms Value TABLE - 1 StartUp Flash 0 Auto Ped Clear Red Revert 3 Local Flash Start Allow < 3 sec Yel Allow Skip Yel 102 83/99 1/28/2021 1:22:16 PM Unit Parms Value MCE Timeout 0 Enable Run X Start Red Time 0 Phase Mode STD8 Startup Calls Diamond Mode 4PH Stop Time Over Preempt Free Ring Sequence 1 Clearance Decide Min Ped Clear Time RingAlgo 0 User Input ABC Value TABLE - 1 A-K 0 A W 0 A-L 0 A-g 0 A-M 0 A-x 0 A-h 0 A-i 0 A-N 0 A-P 0 A-j 0 A-R 0 A-k 0 A-z 0 A-S 0 A-m 0 A-T 0 A -AA 0 A -BB 0 A-GG 0 A-FF 0 102 84/99 1/28/2021 1:22:16 PM User Input ABC Value A-EE 0 A-v 0 A-f 0 B-V 0 B-n 0 B-U 0 B z 0 B-T 0 B-m 0 B-S 0 B k 0 B-j 0 B-R 0 B-P 0 B-i 0 B-N 0 B-h 0 B-x 0 B-M 0 C-X 0 Cr 0 C-W 0 C-V 0 C-U 0 C-q 0 C-T 0 C-p 0 C-v 0 C-EE 0 C-a 0 C u 0 C z 0 C-t 0 C-Y 0 C-s 0 A-n 0 102 85/99 1/28/2021 1:22:16 PM User Input ABC Value B-g 0 B-L 0 C-S 0 C-N 0 C-R 0 C-m 0 C-P 0 A-q 0 A-y 0 A-HH 0 B-B 0 B-W 0 B-X 0 B-v 0 B-y 1 0 User Input D Map 1 2 3 4 5 6 7 g 9 1 0 1 1 1 2 1 3 1 4 1 5 1 6 1 7 1 8 1 9 2 0 2 1 2 2 2 3 2 4 2 5 2 6 2 7 2 8 2 9 3 0 3 1 3 2 3 3 3 4 3 5 3 6 3 7 3 8 3 9 4 0 4 1 4 2 4 3 4 4 4 5 4 617 4 4 8 4 9 TABLE - 1 ser Output ABC Value TABLE - 1 A-Z 0 A-F 0 A-J 0 B-FF 0 B-G 0 B-f 0 B-D 0 AD 0 A a 0 A-d 0 B-EE 0 B-c 0 102 86/99 1/28/2021 1:22:16 PM User Output ABC Value B-K 0 B-Z 0 A E 0 A-b 0 A-e 0 B-DD 0 B-b 0 B-w 0 B-Y 0 A -CC 0 A-t 0 A-u 0 B-CC 0 B-t 0 Be 0 B C 0 A-X 0 A-s 0 A-C 0 B-GG 0 B-s 0 B-H 0 B-p 0 A -A 0 A-H 0 A-Y 0 B-AA 0 B-E 0 B d 0 B A 0 A c 0 A-r 0 B-BB 0 B-a 0 B-j 0 B-q 0 102 87/99 1/28/2021 1:22:16 PM User Output ABC Value A-G 0 A-DD 0 B-HH 0 B F 0 B-u 0 B-r 0 C-i 0 C-DD 0 C-x 0 C-N 0 C-JJ 0 C-H 0 C-MM 0 C-D 0 C-CC 0 C-w 0 C h 0 C-LL 0 C-e 0 C-M 0 C-H H 0 C-G 0 C-AA 0 C-C 0 C-K 0 C J 0 C-E 0 C-PP 0 C-A 0 C-BB 0 C-FF 0 C f 0 C-y 0 C-C 0 C-k 0 C-GG 0 102 88/99 1/28/2021 1:22:16 PM ser Output ABC Value C-F 0 C-KK 0 C-B 0 C-j 0 C-N N 0 C-g 0 C-z 0 C-d 0 C-L 1 0 User Output D Map 1 I MMJMM 1 3 1 4 1 5 1 6 1 7 1 8 1 9 1 10 1 11 TABLE - 1 IPin rd&M o1 0 1 0 1 0 1 0 1 0 1 0 1 0 1 0 1 0 1 0 1 Vehicle Dets Volum e Occup ancy Yellow Lock Red Lock Extend Added Initial Queue Call Call phase Switch Phase Delay Time Extend Time Queue Limit No Ac ivit Max Pressen Erratic Counts Fail Time 1 X X X X X 3 0 0 0 0 0 0 0 2 X X X X X 4 0 0 0 0 0 0 0 3 X X X X X 1 0 1.5 0 0 0 0 0 4 X X X X X 2 0 0 0 0 0 0 0 5 X X X X X 0 0 0 0 0 0 0 0 6 X X X X X 0 0 0 0 0 0 0 0 7 X X X X X 5 0 0 0 0 0 0 0 8 X X X X X 6 0 0 0 0 0 0 0 9 X X X 0 0 0 0 0 0 0 0 10 X X X 0 0 0 0 0 0 0 0 11 X X X 0 0 0 0 0 0 0 0 12 X X X 0 0 0 0 0 0 0 0 13 X X X 0 0 0 0 0 0 0 0 14 X X X 0 0 0 0 0 0 0 0 15 X X X 0 0 0 0 0 0 0 0 16 X X X 0 0 0 0 0 0 1 0 1 0 17 X X X 0 0 0 0 0 0 0 0 18 X X X 0 0 0 0 0 0 0 0 102 89/99 1/28/2021 1:22:16 PM Vehicle Dets Volum e Occup ancy Yellow Lock Red Lock Extend Added Initial Queue Call Call Phase Switch Phase Delay Time Extend Time Queue Limit No o y Max Presen Ce Erratic Counts Fail Time 19 0 0 0 0 0 0 0 0 20 0 0 0 0 0 0 0 0 21 0 0 0 0 0 0 0 0 22 0 0 0 0 0 0 0 0 23 0 0 0 0 0 0 0 0 24 0 0 0 0 0 0 0 0 25 0 0 0 0 0 0 0 0 26 0 0 0 0 0 0 0 0 27 0 0 0 0 0 0 0 0 28 0 0 0 0 0 0 0 0 29 0 0 0 0 0 0 0 0 30 0 0 0 0 0 0 0 0 31 0 0 0 0 0 0 0 0 32 0 0 0 0 0 0 0 0 33 0 0 0 0 0 0 0 0 34 0 0 0 0 0 0 0 0 35 0 0 0 0 0 0 0 0 36 0 0 0 0 0 0 0 0 37 0 0 0 0 0 0 0 0 38 0 0 0 0 0 0 0 0 39 0 0 0 0 0 0 0 0 40 0 0 0 0 0 0 0 0 41 0 0 0 0 0 0 0 0 42 0 0 0 0 0 0 0 0 43 0 0 0 0 0 0 0 0 44 0 0 0 0 0 0 0 0 45 0 0 0 0 0 0 0 0 46 0 0 0 0 0 0 0 0 47 0 0 0 0 0 0 0 0 48 0 0 0 0 0 0 0 0 49 0 0 0 0 0 0 0 0 50 0 0 0 0 0 0 0 0 51 0 0 0 0 0 0 0 0 52 0 0 0 0 0 0 0 0 102 90/99 1/28/2021 1:22:16 PM Vehicle Dets Volum e Occup ancy Yellow Lock Red Lock Extend Added Initial Queue Call Call Phase Switch Phase Delay Time Extend Time Queue Limit No o y Max Presen Ce Erratic Counts Fail Time 53 0 0 0 0 0 0 0 0 54 0 0 0 0 0 0 0 0 55 0 0 0 0 0 0 0 0 56 0 0 0 0 0 0 0 0 57 0 0 0 0 0 0 0 0 58 0 0 0 0 0 0 0 0 59 0 0 0 0 0 0 0 0 60 0 0 0 0 0 0 0 0 61 0 0 0 0 0 0 0 0 62 0 0 0 0 0 0 0 0 63 0 0 0 0 0 0 0 0 64 0 0 0 0 0 0 0 0 65 0 0 0 0 0 0 0 0 66 0 0 0 0 0 0 0 0 67 0 0 0 0 0 0 0 0 68 0 0 0 0 0 0 0 0 69 0 0 0 0 0 0 0 0 70 0 0 0 0 0 0 0 0 71 0 0 0 0 0 0 0 0 72 0 0 0 0 0 0 0 0 73 0 0 0 0 0 0 0 0 74 0 0 0 0 0 0 0 0 75 0 0 0 0 0 0 0 0 76 0 0 0 0 0 0 0 0 77 0 0 0 0 0 0 0 0 78 0 0 0 0 0 0 0 0 79 0 0 0 0 0 0 0 0 80 0 0 0 0 0 0 0 0 81 0 0 0 0 0 0 0 0 82 0 0 0 0 0 0 0 0 83 0 0 0 0 0 0 0 0 84 0 0 0 0 0 0 0 0 85 0 0 0 0 0 0 0 0 86 0 0 0 0 0 0 0 0 102 91/99 1/28/2021 1:22:16 PM Vehicle Dets Volum e Occup ancy Yellow Lock Red Lock Extend Added Initial Queue Call Call Phase Switch Phase Delay Time Extend Time Queue Limit No o y Max Presen Ce Erratic Counts Fail Time 87 0 0 0 0 0 0 0 0 88 0 0 0 0 0 0 0 0 89 0 0 0 0 0 0 0 0 90 0 0 0 0 0 0 0 0 91 0 0 0 0 0 0 0 0 92 0 0 0 0 0 0 0 0 93 0 0 0 0 0 0 0 0 94 0 0 0 0 0 0 0 0 95 0 0 0 0 0 0 0 0 96 0 0 0 0 0 0 0 0 97 0 0 0 0 0 0 0 0 98 0 0 0 0 0 0 0 0 99 0 0 0 0 0 0 0 0 100 0 0 0 0 0 0 0 0 101 0 0 0 0 0 0 0 0 102 0 0 0 0 0 0 0 0 103 0 0 0 0 0 0 0 0 104 0 0 0 0 0 0 0 0 105 0 0 0 0 0 0 0 0 106 0 0 0 0 0 0 0 0 107 0 0 0 0 0 0 0 0 108 0 0 0 0 0 0 0 0 109 0 0 0 0 0 0 0 0 110 0 0 0 0 0 0 0 0 111 0 0 0 0 0 0 0 0 112 0 0 0 0 0 0 0 0 113 0 0 0 0 0 0 0 0 114 0 0 0 0 0 0 0 0 115 0 0 0 0 0 0 0 0 116 0 0 0 0 0 0 0 0 117 0 0 0 0 0 0 0 0 118 0 0 0 0 0 0 0 0 119 0 0 0 0 0 0 0 0 120 0 0 0 0 0 0 0 0 102 92/99 1/28/2021 1:22:16 PM Vehicle Dets Volum e Occup ancy Yellow Lock Red Lock Extend Added Initial Queue Call Call phase Switch Phase Delay Time Extend Time Queue Limit No Ac ivit Max PrCsen Erratic Counts Fail Time 121 0 0 0 0 0 0 0 0 122 0 1 0 0 1 0 0 1 0 0 0 123 0 0 0 0 0 0 0 0 124 0 0 0 0 0 0 0 0 125 0 0 0 0 0 0 0 0 126 0 0 0 0 0 0 0 0 127 0 1 0 1 0 1 0 1 0 0 1 0 1 0 128 0 0 0 0 0 0 0 0 Vehicle Dets Alt 1 �� 10 11 12 13 14 15 16 TAF 1 Volume Occupancy Yellow Lock Red Lock Extend Added Initial Queue Call Call Phase 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Switch Phase 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Delay Time 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Extend Time 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Queue Limit 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 No Activity 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Max Presence 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Erratic Cnt 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Fail Time 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 Green Occupancy Yellow Occupancy Red Occupancy Ext Mode NORM NORM NORM NORM NORM NORM NORM NORM NORM NORM NORM NORM NORM NORM NORM NORM Delay Phase 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Delay Phase 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 102 93/99 1/28/2021 1:22:16 PM Vehicle Dets Alt 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 Source 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Det Number 1 0 1 0 1 0 1 0 1 0 1 0 1 0 1 0 1 0 1 0 1 0 1 0 1 0 1 0 1 0 0 TABLE - 2 Volume Occupancy Yellow Lock Red Lock Extend Added Initial Queue Call Call Phase 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Switch Phase 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Delay Time 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Extend Time 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Queue Limit 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 No Activity 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Max Presence 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Erratic Cnt 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Fail Time 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 Green Occupancy Yellow Occupancy Red Occupancy Ext Mode NORM NORM NORM NORM NORM NORM NORM NORM NORM NORM NORM NORM NORM NORM NORM NORM Delay Phase 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Delay Phase 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Source 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Det Number 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 TABLE - 3 102 94/99 1/28/2021 1:22:16 PM Vehicle Dets Alt 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 Call . Call Phase 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Switch Phase 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Delay Time 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Extend Time 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Queue Limit 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 No Activity 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Max Presence 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Erratic Cnt 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Fail Time 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 Green Occupancy Yellow Occupancy Red Occupancy Ext Mode NORM NORM NORM NORM NORM NORM NORM NORM NORM NORM NORM NORM NORM NORM NORM NORM Delay Phase 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Delay Phase 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Source 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Det Number 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Vehicle Dets+ Green Occupancy Yellow Occupancy Red Occupancy External Mode Delay Phase 1 Delay Phase 2 Source 1 NORM 0 0 2 NORM 0 0 3 NORM 0 0 4 NORM 0 0 5 NORM 0 0 6 NORM 0 0 7 NORM 0 0 8 NORM 0 0 9 NORM 0 0 10 NORM 0 0 11 NORM 0 0 12 NORM 0 0 13 NORM 0 0 14 NORM 0 0 15 NORM 0 0 102 95/99 1/28/2021 1:22:16 PM Vehicle Dets+ Green Occupancy Yellow Occupancy Red Occupancy External Mode Delay Phase 1 Delay Phase 2 Source 16 NORM 0 0 17 NORM 0 0 18 NORM 0 0 19 NORM 0 0 20 NORM 0 0 21 NORM 0 0 22 NORM 0 0 23 NORM 0 0 24 NORM 0 0 25 NORM 0 0 26 NORM 0 0 27 NORM 0 0 28 NORM 0 0 29 NORM 0 0 30 NORM 0 0 31 NORM 0 0 32 NORM 0 0 33 NORM 0 0 34 NORM 0 0 35 NORM 0 0 36 NORM 0 0 37 NORM 0 0 38 NORM 0 0 39 NORM 0 0 40 NORM 0 0 41 NORM 0 0 42 NORM 0 0 43 NORM 0 0 44 NORM 0 0 45 NORM 0 0 46 NORM 0 0 47 NORM 0 0 48 NORM 0 0 49 NORM 0 0 50 NORM 0 0 102 96/99 1/28/2021 1:22:16 PM Vehicle Dets+ Green Occupancy Yellow Occupancy Red Occupancy External Mode Delay Phase 1 Delay Phase 2 Source 51 NORM 0 0 52 NORM 0 0 53 NORM 0 0 54 NORM 0 0 55 NORM 0 0 56 NORM 0 0 57 NORM 0 0 58 NORM 0 0 59 NORM 0 0 60 NORM 0 0 61 NORM 0 0 62 NORM 0 0 63 NORM 0 0 64 NORM 0 0 65 NORM 0 0 66 NORM 0 0 67 NORM 0 0 68 NORM 0 0 69 NORM 0 0 70 NORM 0 0 71 NORM 0 0 72 NORM 0 0 73 NORM 0 0 74 NORM 0 0 75 NORM 0 0 76 NORM 0 0 77 NORM 0 0 78 NORM 0 0 79 NORM 0 0 80 NORM 0 0 81 NORM 0 0 82 NORM 0 0 83 NORM 0 0 84 NORM 0 0 85 NORM 0 0 102 97/99 1/28/2021 1:22:16 PM Vehicle Dets+ Green Occupancy Yellow Occupancy Red Occupancy External Mode Delay Phase 1 Delay Phase 2 Source 86 NORM 0 0 87 NORM 0 0 88 NORM 0 0 89 NORM 0 0 90 NORM 0 0 91 NORM 0 0 92 NORM 0 0 93 NORM 0 0 94 NORM 0 0 95 NORM 0 0 96 NORM 0 0 97 NORM 0 0 98 NORM 0 0 99 NORM 0 0 100 NORM 0 0 101 NORM 0 0 102 NORM 0 0 103 NORM 0 0 104 NORM 0 0 105 NORM 0 0 106 NORM 0 0 107 NORM 0 0 108 NORM 0 0 109 NORM 0 0 110 NORM 0 0 111 NORM 0 0 112 NORM 0 0 113 NORM 0 0 114 NORM 0 0 115 NORM 0 0 116 NORM 0 0 117 NORM 0 0 118 NORM 0 0 119 NORM 0 0 120 NORM 0 0 102 98/99 1/28/2021 1:22:16 PM Vehicle Dets+ Green Occupancy Yellow Occupancy Red Occupancy External Mode Delay Phase 1 Delay Phase 2 Source 121 NORM 0 0 122 NORM 0 0 123 NORM 0 0 124 NORM 0 0 125 NORM 0 0 126 NORM 0 0 127 NORM 0 0 128 NORM 0 0 102 99/99 1/28/2021 1:22:16 PM